dfcm addendum no. 3 · ad1-1 bid questions see attached for bid question responses. these include...

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4110 State Office Building, Salt Lake City, Utah 84114 · telephone 801-538-3018 · facsimile 801-538-3267 · www.dfcm.utah.gov Department of Administrative Services TANI PACK DOWNING Executive Director Division of Facilities Construction and Management State of Utah JAMES R. RUSSELL Director GARY R. HERBERT Governor SPENCER J. COX Lieutenant Governor DFCM Addendum No. 3 Date: November 6, 2017 To: Pre-Qualified General Contractors From: Randy Mellor – DFCM Project Manager Reference: 2 nd Floor Remodel – Calvin L. Rampton Building Department of Public Safety – Taylorsville, Utah DFCM Project No. 17332550 Subject: DFCM Addendum No. 3 Pages Addendum Cover Sheet 1 page Architect’s Addendum No. 3 27 pages Total 28 pages Note: This Addendum shall be included as part of the Contract Documents. Items in this Addendum apply to all drawings and specification sections whether referenced or not involving the portion of the work added, deleted, modified, or otherwise addressed in the Addendum. Acknowledge receipt of this Addendum in the space provided on the Bid Form. Failure to do so may subject the Bidder to Disqualification. 3.1 SCHEDULE CHANGES: There are no Project Schedule changes. 3.2 GENERAL ITEMS: See attached Architect’s Addendum No. 3 dated November 6, 2017.

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Page 1: DFCM Addendum No. 3 · AD1-1 Bid Questions See attached for Bid Question Responses. These include any changes from questions on Addendum 2 & 3. AD1-2 Mechanical Mechanical Addendum

4110 State Office Building, Salt Lake City, Utah 84114 · telephone 801-538-3018 · facsimile 801-538-3267 · www.dfcm.utah.gov

Department of Administrative Services

TANI PACK DOWNING Executive Director Division of Facilities Construction and Management

State of Utah JAMES R. RUSSELL Director

GARY R. HERBERT Governor

SPENCER J. COX

Lieutenant Governor

DFCM Addendum No. 3 Date: November 6, 2017 To: Pre-Qualified General Contractors From: Randy Mellor – DFCM Project Manager Reference: 2nd Floor Remodel – Calvin L. Rampton Building Department of Public Safety – Taylorsville, Utah

DFCM Project No. 17332550 Subject: DFCM Addendum No. 3 Pages Addendum Cover Sheet 1 page Architect’s Addendum No. 3 27 pages Total 28 pages Note: This Addendum shall be included as part of the Contract Documents. Items in this Addendum apply to all drawings and specification sections whether referenced or not involving the portion of the work added, deleted, modified, or otherwise addressed in the Addendum. Acknowledge receipt of this Addendum in the space provided on the Bid Form. Failure to do so may subject the Bidder to Disqualification. 3.1 SCHEDULE CHANGES: There are no Project Schedule changes. 3.2 GENERAL ITEMS: See attached Architect’s Addendum No. 3 dated November 6, 2017.

Page 2: DFCM Addendum No. 3 · AD1-1 Bid Questions See attached for Bid Question Responses. These include any changes from questions on Addendum 2 & 3. AD1-2 Mechanical Mechanical Addendum

JRCA Architects, Inc.

577 South 200 East

Salt Lake City, Utah 84111

(801) 533-2100 Phone

(801) 533-2101 Fax

ADDENDUM NUMBER THREE

DATE OF ISSUANCE: November 6, 2017 PROJECT NUMBER: 16028 PROJECT: DPS Calvin Rampton 2nd

Floor Remodel 4501 South 2700 West West Valley City, Utah 84119

ARCHITECT: JRCA Architects, Inc. 577 South 200 East Salt Lake City, Utah 84111

OWNER: State of Utah

4501 South 2700 West West Valley City, Utah, 84119

Incorporate the following revisions to the Specifications, Drawings and other Contract Documents of the above-named project. General Items are not referenced. Revisions to the Specifications are referenced by section, page number, and paragraph number. Revisions to the Drawings are referenced by drawing sheet number. This addendum forms part of the Construction Documents. The end of this Addendum is indicated by the note “END OF ADDENDUM”. Attachments are located at the end of the Addendum and are referenced in the Addendum. General Items:

Item No. Section or Sheet No. Description AD1-1 Bid Questions See attached for Bid Question Responses. These include any changes

from questions on Addendum 2 & 3.

AD1-2 Mechanical Mechanical Addendum Three.

AD1-3 Electrical Electrical Addendum 3 Items.

Specification Items:

Item No. Section or Sheet No. Description None sheet or section text

Drawing Items:

Item No. Section or Sheet No. Description AD1-4 AE122 Millwork Finish Schedule – Now includes Solid Surface Finish for the

Window Sills. AD1-5 AE411 Millwork Finish Schedule – Now includes Solid Surface Finish for the

Window Sills. AD1-6 AE601 Side Lite windows showing butt joint locations and dimensions.

END OF ADDENDUM THREE

Page 3: DFCM Addendum No. 3 · AD1-1 Bid Questions See attached for Bid Question Responses. These include any changes from questions on Addendum 2 & 3. AD1-2 Mechanical Mechanical Addendum

DPS Calvin Rampton 2nd Floor Remodel

Bid Questions – Addendum Three

November 6, 2017

The questions answered in red were already answered in a previous response as Addendum Two. The attachments for those questions are included in Addendum Three, along with the remaining questions that are answered in blue.

1. The specifications show a 750kW UPS system but looks like the one-line is missing from

the plans. Could you advise if this project has a 750kW UPS system? Also, one-line missing on the drawings. The drawings show a 7.5kW ups, but the specification indicates a 750kW ups. The drawings are

correct and the 750 reference was a typo. There is no one-line diagram because there is no

power distribution. Most of the existing panels will remain without change.

2. Will the owner like cat5 or cat6? I did not see in the specs

The data/phone specification is written around conduit stub up and rack installation. The server

rack is existing and the existing cable will be re-used and re- installed by the owner so there

should not be any requirement for the contractor to provide network cabling.

3. Is there a proprietary fire alarm company for this building?

The current fire alarm system is a Silent Knight, non proprietary.

4. What is the second-floor deck height?

13’-4”

5. Will Back Ground Checks be required? No Background checks will be required.

6. At all the windows (interior and exterior) it seems the current sill finishes will need to be demolished and replaced? Can you confirm this and clarify the new finishes for these? The window sills will be demo’d and will be replaced with a solid surface material. See millwork Schedule on AE411 and AE122.

7. The compass on the plans seems to be backwards, showing the direction of North when

it's South. Is this correct? It is showing a project north, not true north.

8. Will we be able to pull out windows on the South side for demolition removal and new

construction purposes? If so will we be able place and dumpster on the South side and use the South parking lot for staging? It is possible to remove a window on the south side, but they would have to somehow protect

the turf and irrigation system or make plans to replace the turf and any damaged irrigation. I

was pondering this awhile ago and thought they could use the window on the west end, but that

would may block stairwell access/egress also, unless they built an enclosure or some other

means to keep entrance/egress.

9. Is there a water treatment requirement besides that to disinfect the domestic water

system?

10. What is the chilled water piping specification? There will be an addendum with the final questions response that will include this specification. This will address the above question as well.

Page 4: DFCM Addendum No. 3 · AD1-1 Bid Questions See attached for Bid Question Responses. These include any changes from questions on Addendum 2 & 3. AD1-2 Mechanical Mechanical Addendum

DPS Calvin Rampton 2nd Floor Remodel

Bid Questions – Addendum Three

November 6, 2017

11. Please clarify if 5/8" insulated units are needed to glazing into H.M. frames, glass

makeup needed. Frame F3 is over the max sq for 5/8" units. Please advise. This has been corrected and will appear in the Addendum that will accompany the final questions responses. AE601

12. Missing pages from drawings: -E001 symbols and notes -E002 schedules. See attached Electrical Addendum Items.

13. There is no schedule for the signs required for this project. Can you give dimensions for

the signs and also an idea of the quantity of signs you are expecting for this project. There is no signage for this project. That will be handled by the owner. Disregard the signage specification.

14. Are product alternates to the specifications allowed on this project? If so, how would you like them submitted? See possible alternate attached. Alternates will be allowed on products in the specifications as long as they are ‘Equal To’ what has been specified. This will not be the case with Finish selections, ie – carpet, etc.

15. Will workers on the project be required to obtain a background check? Will building

access be through the front lobby and workers required to show picture identification each day? No background checks. The building management will issue a number of key cards to the GC who will manage those with their subs. Not every worker will have a key card.

16. Could you confirm the UPS is single phase? Also what is the drawing# where the UPS is mentioned? See Electrical Addendum items

17. Per spec section 28 3111, Part 2 Products, 2.1 Scope of Work, it indicates that a new panel on the 2nd floor should be provided. Where should this be located? See Electrical Addendum items

18. Has a start date been made?

The substantial completion date is March 1, 2018. Start date has not been set, but the awarded contractor can begin as soon as the award has been made and contracts are set.

Page 5: DFCM Addendum No. 3 · AD1-1 Bid Questions See attached for Bid Question Responses. These include any changes from questions on Addendum 2 & 3. AD1-2 Mechanical Mechanical Addendum

1

ADDENDUM Project Name: Cal Rampton 2nd Floor Remodel Addendum No.: 3 DFCM Project #17332550 Date: 11.06.17 From: WHW Engineering Inc

8619 South Sandy Parkway Sandy, Utah 84070 Phone (80) 466-4021 Fax (801) 466-8536

To: All Bidders This Addendum forms and becomes a part of the Contract Documents and modifies the original Bidding Documents dated 5/11/17 as noted below. Acknowledge receipt of this Addendum in the space provided on the Bid Form. Failure to do so may subject the Bidder to disqualification. This Addendum consists of 4 drawings, and 1 specification.

I – QUESTIONS AND ANSWERS:

Question I-1. Is there a water treatment requirement besides that to disinfect the domestic

water system?

Response: See attached specification section 232113.

Question I-2. What is the chilled water piping specification?

Response: See attached specification section 232113.

Question I-3: Is there a specific insertion loss value for the silencer?

Response:

Page 6: DFCM Addendum No. 3 · AD1-1 Bid Questions See attached for Bid Question Responses. These include any changes from questions on Addendum 2 & 3. AD1-2 Mechanical Mechanical Addendum

2

II - CHANGES/CLARIFICATIONS TO SPECIFICATIONS:

Item II-1. Please see attached specification section 232113.

III - CHANGES/CLARIFICATIONS TO DRAWINGS:

Item III-1. See changes to sheet notes on attached sheet ME102.2.

Item III-2. See changes to sheet notes on attached sheet PD102.1.

Item III-3. See changes to sheet notes on attached sheet PD102.2.

Item III-4. See changes to sheet notes on attached sheet PE102.1.

PRIOR APPROVALS THE FOLLOWING ITEMS, AS SUBMITTED, ARE CONSIDERED, IN GENERAL AND IN NAME ONLY, AS EQUAL TO THOSE ITEMS SPECIFIED. THIS REVIEW DOES NOT RELIEVE THE CONTRACTOR OR SUPPLIER OF THE RESPONSIBILITY OF CONFORMING TO THE DRAWINGS AND SPECIFICATIONS, NOR DOES IT RELIEVE THE CONTRACTOR OF THE REQUIREMENTS OF THE SPECIFICATIONS FOR COORDINATION WITH OTHER TRADES. ALL DIMENSIONS SHALL BE CONFIRMED AND CORRELATED AT THE JOBSITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING EXISTING CONDITIONS AND THE SUITABILITY OF “EQUAL” PRODUCTS FOR THE SPECIFIED APPLICATION.

Description Manufacturer

Sound Trap Semco, Commercial Acoustics

Page 7: DFCM Addendum No. 3 · AD1-1 Bid Questions See attached for Bid Question Responses. These include any changes from questions on Addendum 2 & 3. AD1-2 Mechanical Mechanical Addendum

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A R C H I T E C T S

S L C, Utah 84111577 South 200 East

jrcadesign.com

123456

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ME102.2

2nd FLOOR

MECHANICAL

GRD AND

EQUIPMENT

PLAN

00/00/2014

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4119

16028

PROJECT STATUS

N

SCALE 1/8" = 1'-0"ME102.2

1 2nd FLOOR MECHANICAL GRD AND EQUIPMENT PLAN

GENERAL NOTES:

1. PROVIDE BALANCING DAMPERS FOR ALL SUPPLY AND EXHAUST BRANCHES.

2. PROVIDE FULL TEST AND BALANCE OF ALL SYSTEMS AND DIFFUSERS BY A CERTIFIED CONTRACTOR.

3. PROVIDE RETURN BOOTS ON ALL PLENUM RETURN GRILLES. SEE DETAIL #2 ON SHEET ME501.

SHEET NOTES

1 RE-BALANCE EXISTING DUAL DUCT BOX TO CFM ASSHOWN. SEE SCHEDULE ON SHEET ME601. REPLACE3' INLET FLEX DUCTWORK WITH HARD DUCT.INCLUDE OFFSETS AND TRANSITIONS ASNECESSARRY. FIELD VERIFY.

2 PROVIDE NEW DATA ROOM FAN COIL IN THISAPPROXIMATE LOCATION. FIELD VERIFY.

3 PROVIDE NEW VAV BOX IN THIS APPROXIMATELOCATION. FIELD VERIFY.

4 PROVIDE NEW DDC THERMOSTAT FOR EACH BOX.COORDINATE EXACT LOCATION WITH OWNER ANDARCHITECT.

5 PROVIDE NEW DUAL DUCT BOX IN THISAPPROXIMATE LOCATION. FIELD VERIFY.

6 PROVIDE NEW EXHAUST FAN IN THIS APPROXIMATELOCATION. FIELD VERIFY.

7 PROVIDE NEW SILENCER IN THIS APPROXIMATELOCATION. FIELD VERIFY.

1 8/11/17 Review Comments

3 11/6/17 Addendum #3

EXISTING ONE HOURFIRE RATED WALL

EXISTING ONE HOURFIRE RATED WALL

EXISTING ONE HOURFIRE RATED WALL

3

Page 8: DFCM Addendum No. 3 · AD1-1 Bid Questions See attached for Bid Question Responses. These include any changes from questions on Addendum 2 & 3. AD1-2 Mechanical Mechanical Addendum

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A R C H I T E C T S

S L C, Utah 84111577 South 200 East

jrcadesign.com

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PD102.1

LAB PLUMBING

DEMOLITION

PLAN

00/00/2014

DP

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PROJECT STATUS

N

SCALE 1/8" = 1'-0"PD102.1

1 LAB PIPING DEMOLITION PLAN

SHEET NOTES

1 REMOVE HELIUM AND NITROGEN PIPING IN THISAPPROXIMATE LOCATION BACK TO MAIN AND CAP.FIELD VERIFY. REMOVE EXISTING FIXTURES AND ALLASSOCIATED ITEMS.

2 REMOVE VAC AND COMPRESSED AIR PIPING IN THISAPPROXIMATE LOCATION BACK TO MAIN AND CAP.FIELD VERIFY. REMOVE EXISTING FIXTURES AND ALLASSOCIATED ITEMS.

3 REMOVE NATURAL GAS PIPING IN THISAPPROXIMATE LOCATION BACK TO MAIN AND CAP.FIELD VERIFY. REMOVE EXISTING FIXTURES AND ALLASSOCIATED ITEMS.

GENERAL NOTES:

1. SEE SHEET PD102.2 FOR DOMESTIC WATER AND WASTE DEMOLITION PLAN.

2. EXISTING PIPING IS SHOWN FOR SCHEMATIC PURPOSES ONLY. FIELD VERIFY ALL ROUTING OF EXISTING PIPING AND LOCATE REMOVAL POINTS PRIOR TO DEMOLITION.

3. REMOVE ALL LAB PIPING BACK TO MAINS AND CAP. FIELD VERIFY.

3 11/6/17 Addendum #3

3

Page 9: DFCM Addendum No. 3 · AD1-1 Bid Questions See attached for Bid Question Responses. These include any changes from questions on Addendum 2 & 3. AD1-2 Mechanical Mechanical Addendum

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A R C H I T E C T S

S L C, Utah 84111577 South 200 East

jrcadesign.com

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PD102.2

PLUMBING

DOMESTIC

DEMOLITION

PLAN

00/00/2014

DP

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4501 S

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4119

16028

PROJECT STATUS

N

SCALE 1/8" = 1'-0"PD102.2

1 2ND FLOOR DOMESTIC WATER, WASTE, & VENT DEMOLTION PLAN

SHEET NOTES

1 REMOVE SANITARY SEWER AND VENT BACK TO MAINAND CAP IN THIS APPROXIMATE LOCATION. FIELDVERIFY. REMOVE EXISTING FIXTURES AND ALLASSOCIATED ITEMS.

2 REMOVE EXISTING DOMESTIC WATER PIPING BACKTO MAIN AND CAP IN THIS APPROXIMATE LOCATION.FIELD VERIFY.

3 REMOVE EXISTING PLUMBING FIXTURE AND ALLASSOCIATED ITEMS IN THIS APPROXIMATELOCATION. FIELD VERIFY. PATCH AND REPAIR FLOORPENETRATIONS.

4 EXISTING PIPING IN THIS APPROXIMATE LOCATIONSHALL REMAIN. FIELD VERIFY.

5 EXISTING HYDRANT IN THIS APPROXIMATE LOCATIONSHALL REMAIN.

GENERAL NOTES:

1. SEE SHEET PD102.1 FOR LAB PLUMBING DEMOLITION PLAN.

2. EXISTING PIPING IS SHOWN FOR SCHEMATIC PURPOSES ONLY. FIELD VERIFY ALL ROUTING OF EXISTING PIPING AND LOCATE REMOVAL POINTS ON LEVEL BELOW PRIOR TO DEMOLITION.

3. REMOVE ALL ABANDONED PIPING.

3 11/6/17 Addendum #3

3

Page 10: DFCM Addendum No. 3 · AD1-1 Bid Questions See attached for Bid Question Responses. These include any changes from questions on Addendum 2 & 3. AD1-2 Mechanical Mechanical Addendum

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A R C H I T E C T S

S L C, Utah 84111577 South 200 East

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1 2ND FLOOR PLUMBING PLAN

SHEET NOTES

1 CAP PIPING IN THIS APPROXIMATE LOCATION. FIELDVERIFY EXACT LOCATION.

2 TIE INTO EXISTING WASTE PIPING IN THISAPPROXIMATE LOCATION. FIELD VERIFY.

3 TIE INTO EXISTING DOMESTIC WATER PIPING IN THISAPPROXIMATE LOCATION. FIELD VERIFY.

4 PROVIDE WATER LINE WITH WATER HAMMERARRESTER AND ICE MAKER BOX TOREFRIGERATORS. FIELD VERIFY.

3 11/6/17 Addendum #3

GENERAL NOTES:1. CONTRACTOR SHALL FIELD VERIFY LOCATION OF EXISTING PIPING, REMOVAL POINTS, AND

TIE-IN LOCATIONS.

3

Page 11: DFCM Addendum No. 3 · AD1-1 Bid Questions See attached for Bid Question Responses. These include any changes from questions on Addendum 2 & 3. AD1-2 Mechanical Mechanical Addendum

CAL RAMPTON 2ND FLOOR REMODEL OCTOBER 2017

HYDRONIC PIPING 232113 - 1

SECTION 232113 - HYDRONIC PIPING

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section includes pipe and fitting materials, joining methods, special-duty valves, and specialties for the following: 1. Chilled-water piping. 2. Condensate-drain piping. 3. Air-vent piping.

1.3 PERFORMANCE REQUIREMENTS

A. Hydronic piping components and installation shall be capable of withstanding the following minimum working pressure and temperature:

1. Chilled-Water Piping: 125 psig at 100 F.

1.4 SUBMITTALS

A. Product Data: For each type of the following:

1. Valves. Include flow and pressure drop curves based on manufacturer's testing for calibrated-orifice balancing valves and automatic flow-control valves.

2. Air control devices. 3. Chemical treatment. 4. Hydronic specialties.

B. Welding certificates.

C. Qualification Data: For Installer.

D. Field quality-control test reports.

E. Operation and Maintenance Data: For air control devices, hydronic specialties, and special-duty valves to include in operation, and maintenance manuals.

F. Water Analysis: Submit a copy of the water analysis to illustrate water quality available at Project site.

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CAL RAMPTON 2ND FLOOR REMODEL OCTOBER 2017

HYDRONIC PIPING 232113 - 2

1.5 QUALITY ASSURANCE

A. Installer Qualifications:

1. Installers of Pressure-Sealed Joints: Installers shall be certified by the pressure-seal joint manufacturer as having been trained and qualified to join piping with pressure-seal pipe couplings and fittings.

2. Fiberglass Pipe and Fitting Installers: Installers of RTRF and RTRP shall be certified by the manufacturer of pipes and fittings as having been trained and qualified to join fiberglass piping with manufacturer-recommended adhesive.

B. Steel Support Welding: Qualify processes and operators according to AWS D1.1/D1.1M, "Structural Welding Code - Steel."

C. Welding: Qualify processes and operators according to ASME Boiler and Pressure Vessel Code: Section IX.

1. Comply with provisions in ASME B31 Series, "Code for Pressure Piping." 2. Certify that each welder has passed AWS qualification tests for welding

processes involved and that certification is current.

D. ASME Compliance: Comply with ASME B31.9, "Building Services Piping," for materials, products, and installation. Safety valves and pressure vessels shall bear the appropriate ASME label. Fabricate and stamp air separators and expansion tanks to comply with ASME Boiler and Pressure Vessel Code: Section VIII, Division 1.

1.6 EXTRA MATERIALS

A. Water-Treatment Chemicals: Furnish enough chemicals for initial system startup and for preventive maintenance for one year from date of Substantial Completion.

B. Differential Pressure Meter: For each type of balancing valve and automatic flow control valve, include flowmeter, probes, hoses, flow charts, and carrying case.

PART 2 - PRODUCTS

2.1 STEEL PIPE AND FITTINGS

A. Steel Pipe: ASTM A 53/A 53M, , black steel with plain ends; type, grade, and wall thickness as indicated in Part 3 "Piping Applications" Article.

B. Cast-Iron Threaded Fittings: ASME B16.4; Classes 125 and 250 as indicated in Part 3 "Piping Applications" Article.

C. Malleable-Iron Threaded Fittings: ASME B16.3, Classes 150 and 300 as indicated in Part 3 "Piping Applications" Article.

D. Malleable-Iron Unions: ASME B16.39; Classes 150, 250, and 300 as indicated in Part 3 "Piping Applications" Article.

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CAL RAMPTON 2ND FLOOR REMODEL OCTOBER 2017

HYDRONIC PIPING 232113 - 3

E. Cast-Iron Pipe Flanges and Flanged Fittings: ASME B16.1, Classes 25, 125, and 250; raised ground face, and bolt holes spot faced as indicated in Part 3 "Piping Applications" Article.

F. Wrought-Steel Fittings: ASTM A 234/A 234M, wall thickness to match adjoining pipe.

G. Wrought Cast- and Forged-Steel Flanges and Flanged Fittings: ASME B16.5, including bolts, nuts, and gaskets of the following material group, end connections, and facings:

1. Material Group: 1.1. 2. End Connections: Butt welding. 3. Facings: Raised face.

H. Steel Pipe Nipples: ASTM A 733, made of same materials and wall thicknesses as pipe in which they are installed.

2.2 COPPER PIPE AND FITTINGS

A. Type L copper with soldered connections

2.3 JOINING MATERIALS

A. Pipe-Flange Gasket Materials: Suitable for chemical and thermal conditions of piping system contents.

1. ASME B16.21, nonmetallic, flat, asbestos free, maximum thickness unless thickness or specific material is indicated.

a. Full-Face Type: For flat-face, Class 125, cast-iron and cast-bronze flanges.

b. Narrow-Face Type: For raised-face, Class 250, cast-iron and steel flanges.

B. Flange Bolts and Nuts: ASME B18.2.1, carbon steel, unless otherwise indicated.

C. Welding Filler Metals: Comply with AWS D10.12/D10.12M for welding materials appropriate for wall thickness and chemical analysis of steel pipe being welded.

D. Gasket Material: Thickness, material, and type suitable for fluid to be handled and working temperatures and pressures.

2.4 VALVES

A. Gate, Globe, Check, Ball, and Butterfly Valves: Comply with requirements specified in Division 22 and 23 Section "Valves."

B. Automatic Temperature-Control Valves, Actuators, and Sensors: Comply with requirements specified in Division 22 and 23 Section "HVAC Instrumentation and Controls."

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CAL RAMPTON 2ND FLOOR REMODEL OCTOBER 2017

HYDRONIC PIPING 232113 - 4

C. Cast-Iron or Steel, Calibrated-Orifice, Balancing Valves:

1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:

a. Armstrong Pumps, Inc. b. Bell & Gossett Domestic Pump; a division of ITT Industries. c. Flow Design Inc. d. Gerand Engineering Co. e. Griswold Controls. f. Taco. g. Tour & Andersson; available through Victaulic Company of America. h. Prior approved equal.

2. Body: Cast-iron or steel body, ball, plug, or globe pattern with calibrated orifice or venturi.

3. Ball: Brass or stainless steel. 4. Stem Seals: EPDM O-rings. 5. Disc: Glass and carbon-filled PTFE. 6. Seat: PTFE. 7. End Connections: Flanged or grooved. 8. Pressure Gage Connections: Integral seals for portable differential pressure

meter. 9. Handle Style: Lever, with memory stop to retain set position. 10. CWP Rating: Minimum. 11. Maximum Operating Temperature: .

2.5 AIR CONTROL DEVICES

A. Manufacturers: Subject to compliance with requirements, provide products by one of the following:

1. Amtrol, Inc. 2. Armstrong Pumps, Inc. 3. Bell & Gossett Domestic Pump; a division of ITT Industries. 4. Flexcon 5. Taco. 6. Patterson. 7. Prior approved equal.

B. Manual Air Vents:

1. Body: Bronze. 2. Internal Parts: Nonferrous. 3. Operator: Screwdriver or thumbscrew. 4. Inlet Connection: NPS 1/2. 5. Discharge Connection: NPS 1/8. 6. CWP Rating: 150 psig. 7. Maximum Operating Temperature: 225 deg F.

Page 15: DFCM Addendum No. 3 · AD1-1 Bid Questions See attached for Bid Question Responses. These include any changes from questions on Addendum 2 & 3. AD1-2 Mechanical Mechanical Addendum

CAL RAMPTON 2ND FLOOR REMODEL OCTOBER 2017

HYDRONIC PIPING 232113 - 5

C. Automatic Air Vents:

1. Body: Bronze or cast iron. 2. Internal Parts: Nonferrous. 3. Operator: Noncorrosive metal float. 4. Inlet Connection: NPS 3/4. 5. Discharge Connection: NPS 3/4. 6. CWP Rating: 150 psig. 7. Maximum Operating Temperature: 240 deg F.

2.6 CHEMICAL TREATMENT

A. Provide chemical treatment including flushing, cleaning, and corrosion inhibitor by Powers Engineering for new piping.

2.7 HYDRONIC PIPING SPECIALTIES

A. Y-Pattern Strainers:

1. Body: ASTM A 126, Class B, cast iron with bolted cover and bottom drain connection.

2. End Connections: Threaded ends for NPS 2 (DN 50) and smaller; flanged ends for NPS 2-1/2 (DN 65) and larger.

3. Strainer Screen: 60-mesh startup strainer, and perforated stainless-steel basket with 50 percent free area.

4. CWP Rating: 125 psig (860 kPa).

B. Stainless-Steel Bellow, Flexible Connectors:

1. Body: Stainless-steel bellows with woven, flexible, bronze, wire-reinforcing protective jacket.

2. End Connections: Threaded or flanged to match equipment connected. 3. Performance: Capable of 3/4-inch (20-mm) misalignment. 4. CWP Rating: 150 psig (1035 kPa). 5. Maximum Operating Temperature: 250 deg F (121 deg C).

PART 3 - EXECUTION

3.1 PIPING APPLICATIONS

A. Chilled-water piping, aboveground, 2” and smaller shall be either of the following:

1. Schedule 40 steel pipe; Class 125, cast-iron fittings; cast-iron flanges and flange fittings; and threaded joints.

2. Type L Copper with soldered connections

B. Chilled-water piping, aboveground, 2 1/2” and larger, shall be any of the following:

Page 16: DFCM Addendum No. 3 · AD1-1 Bid Questions See attached for Bid Question Responses. These include any changes from questions on Addendum 2 & 3. AD1-2 Mechanical Mechanical Addendum

CAL RAMPTON 2ND FLOOR REMODEL OCTOBER 2017

HYDRONIC PIPING 232113 - 6

1. Schedule 40 steel pipe, wrought-steel fittings and wrought-cast or forged-steel flanges and flange fittings, and welded and flanged joints.

C. Air-Vent Piping:

1. Inlet: Same as service where installed with metal-to-plastic transition fittings for plastic piping systems according to the piping manufacturer's written instructions.

2. Outlet: Type , annealed-temper copper tubing with soldered or flared joints.

3.2 VALVE APPLICATIONS

A. Install shutoff-duty valves at each branch connection to supply mains, and at supply connection to each piece of equipment.

B. Install calibrated-orifice, balancing valves at each branch connection to return main.

C. Install calibrated-orifice, balancing valves in the return pipe of each heating or cooling terminal.

3.3 PIPING INSTALLATIONS

A. Drawing plans, schematics, and diagrams indicate general location and arrangement of piping systems. Indicate piping locations and arrangements if such were used to size pipe and calculate friction loss, expansion, pump sizing, and other design considerations. Install piping as indicated unless deviations to layout are approved on Coordination Drawings.

B. Install piping in concealed locations, unless otherwise indicated and except in equipment rooms and service areas.

C. Install piping indicated to be exposed and piping in equipment rooms and service areas at right angles or parallel to building walls. Diagonal runs are prohibited unless specifically indicated otherwise.

D. Install piping above accessible ceilings to allow sufficient space for ceiling panel removal.

E. Install piping to permit valve servicing.

F. Install piping at indicated slopes.

G. Install piping free of sags and bends.

H. Install fittings for changes in direction and branch connections.

I. Install piping to allow application of insulation.

J. Select system components with pressure rating equal to or greater than system operating pressure.

Page 17: DFCM Addendum No. 3 · AD1-1 Bid Questions See attached for Bid Question Responses. These include any changes from questions on Addendum 2 & 3. AD1-2 Mechanical Mechanical Addendum

CAL RAMPTON 2ND FLOOR REMODEL OCTOBER 2017

HYDRONIC PIPING 232113 - 7

K. Install groups of pipes parallel to each other, spaced to permit applying insulation and servicing of valves.

L. Install drains, consisting of a tee fitting, ball valve, and short threaded nipple with cap, at low points in piping system mains and elsewhere as required for system drainage.

M. Install piping at a uniform grade of 0.2 percent upward in direction of flow.

N. Reduce pipe sizes using eccentric reducer fitting installed with level side up.

O. Install branch connections to mains using tee fittings in main pipe, with the branch connected to the bottom of the main pipe. For up-feed risers, connect the branch to the top of the main pipe.

P. Install unions in piping, and smaller, adjacent to valves, at final connections of equipment, and elsewhere as indicated.

Q. Install flanges in piping, 2-1/2 and larger, at final connections of equipment and elsewhere as indicated.

R. Install strainers on inlet side of each control valve, pressure-reducing valve, solenoid valve, in-line pump, and elsewhere as indicated. Install nipple and ball valve in blowdown connection of strainers 2-1/2 inch and larger. Match size of strainer blowoff connection for strainers smaller than 2 inch.

S. Identify piping as specified in Division 22 and 23 Section "Mechanical Identification."

3.4 HANGERS AND SUPPORTS

A. Hanger, support, and anchor devices are specified in Division 22 and 23 Section "Hangers and Supports." Comply with the following requirements for maximum spacing of supports.

B. Seismic restraints are specified in Division 22 and 23 Section "Mechanical Vibration and Seismic Controls."

C. Install the following pipe attachments:

1. Adjustable steel clevis hangers for individual horizontal piping less than long. 2. Adjustable roller hangers and spring hangers for individual horizontal piping or

longer. 3. Pipe Roller: MSS SP-58, Type 44 for multiple horizontal piping or longer,

supported on a trapeze. 4. Spring hangers to support vertical runs. 5. Provide copper-clad hangers and supports for hangers and supports in direct

contact with copper pipe. 6. On plastic pipe, install pads or cushions on bearing surfaces to prevent hanger

from scratching pipe.

Page 18: DFCM Addendum No. 3 · AD1-1 Bid Questions See attached for Bid Question Responses. These include any changes from questions on Addendum 2 & 3. AD1-2 Mechanical Mechanical Addendum

CAL RAMPTON 2ND FLOOR REMODEL OCTOBER 2017

HYDRONIC PIPING 232113 - 8

D. Install hangers for steel piping with the following maximum spacing and minimum rod sizes:

1. NPS 3/4: Maximum span, 7 feet; minimum rod size, 1/4 inch. 2. NPS 1: Maximum span, 7 feet; minimum rod size, 1/4 inch. 3. NPS 1-1/2: Maximum span, 9 feet; minimum rod size, 3/8 inch. 4. NPS 2: Maximum span, 10 feet; minimum rod size, 3/8 inch. 5. NPS 2-1/2: Maximum span, 11 feet; minimum rod size, 3/8 inch. 6. NPS 3: Maximum span, 12 feet; minimum rod size, 3/8 inch. 7. NPS 4: Maximum span, 14 feet; minimum rod size, 1/2 inch. 8. NPS 6: Maximum span, 17 feet; minimum rod size, 1/2 inch. 9. NPS 8: Maximum span, 19 feet; minimum rod size, 5/8 inch. 10. NPS 10: Maximum span, 20 feet; minimum rod size, 3/4 inch. 11. NPS 12: Maximum span, 23 feet; minimum rod size, 7/8 inch. 12. NPS 14: Maximum span, 25 feet; minimum rod size, 1 inch. 13. NPS 16: Maximum span, 27 feet; minimum rod size, 1 inch. 14. NPS 18: Maximum span, 28 feet; minimum rod size, 1-1/4 inches. 15. NPS 20: Maximum span, 30 feet; minimum rod size, 1-1/4 inches.

E. Support vertical runs at roof, at each floor, and at intervals between floors.

3.5 PIPE JOINT CONSTRUCTION

A. Join pipe and fittings according to the following requirements and Division 22 and 23 Sections specifying piping systems.

B. Ream ends of pipes and tubes and remove burrs. Bevel plain ends of steel pipe.

C. Remove scale, slag, dirt, and debris from inside and outside of pipe and fittings before assembly.

D. Threaded Joints: Thread pipe with tapered pipe threads according to ASME B1.20.1. Cut threads full and clean using sharp dies. Ream threaded pipe ends to remove burrs and restore full ID. Join pipe fittings and valves as follows:

1. Apply appropriate tape or thread compound to external pipe threads unless dry seal threading is specified.

2. Damaged Threads: Do not use pipe or pipe fittings with threads that are corroded or damaged. Do not use pipe sections that have cracked or open welds.

E. Welded Joints: Construct joints according to AWS D10.12/D10.12M, using qualified processes and welding operators according to Part 1 "Quality Assurance" Article.

F. Flanged Joints: Select appropriate gasket material, size, type, and thickness for service application. Install gasket concentrically positioned. Use suitable lubricants on bolt threads.

Page 19: DFCM Addendum No. 3 · AD1-1 Bid Questions See attached for Bid Question Responses. These include any changes from questions on Addendum 2 & 3. AD1-2 Mechanical Mechanical Addendum

CAL RAMPTON 2ND FLOOR REMODEL OCTOBER 2017

HYDRONIC PIPING 232113 - 9

3.6 HYDRONIC SPECIALTIES INSTALLATION

A. Install manual air vents at high points in piping, at heat-transfer coils, and elsewhere as required for system air venting.

B. Install automatic air vents at high points of system piping in mechanical equipment rooms only. Manual vents at heat-transfer coils and elsewhere as required for air venting.

C. Install bypass chemical feeders in each hydronic system where indicated, in upright position with top of funnel not more than above the floor. Install feeder in minimum bypass line, from main with full-size, full-port, ball valve in the main between bypass connections. Install pipe from chemical feeder drain, to nearest equipment drain and include a full-size, full-port, ball valve.

3.7 TERMINAL EQUIPMENT CONNECTIONS

A. Sizes for supply and return piping connections shall be the same as or larger than equipment connections.

B. Install control valves in accessible locations close to connected equipment.

C. Install bypass piping with globe valve around control valve. If parallel control valves are installed, only one bypass is required.

D. Install ports for pressure gages and thermometers at coil inlet and outlet connections according to Division 22 and 23 Section "Meters and Gages."

3.8 CHEMICAL TREATMENT

A. Perform an analysis of makeup water to determine type and quantities of chemical treatment needed to keep system free of scale, corrosion, and fouling.

3.9 FIELD QUALITY CONTROL

A. Prepare hydronic piping according to ASME B31.9 and as follows:

1. Leave joints, including welds, uninsulated and exposed for examination during test.

2. Provide temporary restraints for expansion joints that cannot sustain reactions due to test pressure. If temporary restraints are impractical, isolate expansion joints from testing.

3. Flush hydronic piping systems with clean water; then remove and clean or replace strainer screens.

4. Isolate equipment from piping. If a valve is used to isolate equipment, its closure shall be capable of sealing against test pressure without damage to valve. Install blinds in flanged joints to isolate equipment.

Page 20: DFCM Addendum No. 3 · AD1-1 Bid Questions See attached for Bid Question Responses. These include any changes from questions on Addendum 2 & 3. AD1-2 Mechanical Mechanical Addendum

CAL RAMPTON 2ND FLOOR REMODEL OCTOBER 2017

HYDRONIC PIPING 232113 - 10

5. Install safety valve, set at a pressure no more than one-third higher than test pressure, to protect against damage by expanding liquid or other source of overpressure during test.

B. Perform the following tests on hydronic piping:

1. Use ambient temperature water as a testing medium unless there is risk of damage due to freezing. Another liquid that is safe for workers and compatible with piping may be used.

2. While filling system, use vents installed at high points of system to release air. Use drains installed at low points for complete draining of test liquid.

3. Isolate expansion tanks and determine that hydronic system is full of water. 4. Subject piping system to hydrostatic test pressure that is not less than 1.5 times

the system's working pressure. Test pressure shall not exceed maximum pressure for any vessel, pump, valve, or other component in system under test. Verify that stress due to pressure at bottom of vertical runs does not exceed 90 percent of specified minimum yield strength or 1.7 times "SE" value in Appendix A in ASME B31.9, "Building Services Piping."

5. After hydrostatic test pressure has been applied for at least 4 hours, examine piping, joints, and connections for leakage. Eliminate leaks by tightening, repairing, or replacing components, and repeat hydrostatic test until there are no leaks.

6. Prepare written report of testing.

C. Perform the following before operating the system:

1. Open manual valves fully. 2. Inspect pumps for proper rotation. 3. Set makeup pressure-reducing valves for required system pressure. 4. Inspect air vents at high points of system and determine if all are installed and

operating freely (automatic type), or bleed air completely (manual type). 5. Set temperature controls so all coils are calling for full flow. 6. Inspect and set operating temperatures of hydronic equipment, such as boilers,

chillers, cooling towers, to specified values. 7. Verify lubrication of motors and bearings.

END OF SECTION 232113

Page 21: DFCM Addendum No. 3 · AD1-1 Bid Questions See attached for Bid Question Responses. These include any changes from questions on Addendum 2 & 3. AD1-2 Mechanical Mechanical Addendum

CALVIN RAMPTON

Electrical Addendum #3 Issue Date: 11/07/2017

Page 1 of 1

11/6/2017 2:12 PM C:\Users\lsitterud\Dropbox\Rampton\Addendum #3\Addendum #3 Memo.docx

CLARIFICATION TO THE BIDDERS:

CHANGES TO THE SPECIFICATIONS:

26 3353 UNINTERRUPTIBLE POWER SUPPLY

1. 2.1 A.4 Toshiba has been added as an approved manufacturer.

2. 2.5 A.1 The size of the UPS was changed from 750KW to 7.5kW.

3. 2.5 C.1 The Output Rating of the UPS was changed from 750KW to 7.5kW.

26 0943 LIGHTING CONTROL EQUIPMENT

1. 2.1 A.7 Hubble control solutions has been added to the acceptable manufacturers.

2. 2.1 A.7 nLight has been added to the acceptable manufacturers.

CHANGES TO THE DRAWINGS:

SHEET E002

1. Fixture Schedule has been updated to reflect the correct lumen outputs.

SHEET E301

1. Keynote 4 has been updated to show a 3 phase 120/208V panel in Server Room 140 and feed

for the UPS.

SHEET E601

1. Panelboard schedule EMCL has changed to show a 30Amp circuit breaker feeding the UPS.

PRIOR APPROVAL OF MANUFACTURERS OF ELECTRICAL EQUIPMENT

The following items, trade names, products and manufacturers are approved for bidding. Approval does

not relieve the bidder from satisfying the intent of the requirements of drawings, specifications and

addenda in every respect. Failure to conform to the design quality and standards specified, established

and required may result in later disapproval. If equipment must be disapproved after bidding, supplier

shall supply specified equipment at no extra cost to the Owner.

Items are listed generally and specific model number, etc. shall be as submitted. Items submitted but not

approved, either did not satisfy the requirements, or showed insufficient data, or arrived after the 8 day

deadline established for submittals.

TYPE SPECIFIED APPROVED APPROVED APPROVED APPROVED

A FINELITE UTOPIA - FOCAL POINT LITECONTROL

B FINELITE UTOPIA - FOCAL POINT LITECONTROL

C COLUMBIA METALUX LSI LITHINOIA -

D COLUMBIA METALUX LSI LITHINOIA -

E EATON - LSI LITHINOIA DUAL-LITE

END OF ELECTRICAL ADDENDUM

Page 22: DFCM Addendum No. 3 · AD1-1 Bid Questions See attached for Bid Question Responses. These include any changes from questions on Addendum 2 & 3. AD1-2 Mechanical Mechanical Addendum

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E002 SCHEDULES

E201 LEVEl 2 LIGHTING PLAN

E301 LEVEL 2 POWER PLAN

E401 LEVEL 2 SYSTEMS PLAN

E601 PANELBOARD SCHEDULES

E701 ELECTRICAL DIAGRAMS

E702 ELECTRICAL DIAGRAMS

ET001 AUDIOVISUAL SYMBOLS, SCHEDULES, AND NOTES

ET301 LEVEL 2 AUDIOVISUAL PLAN

ET701 AUDIOVISUAL DIAGRAMS

ABBREV. DESCRIPTION ABBREV. DESCRIPTION

ABBREVIATIONS INDEX

# NUMBER

AC ALTERNATING CURRENT

A.F.F. ABOVE FINISH FLOOR

AIC AMPS INTERRUPTING CAPACITY

AM AMPS METER

AMP AMPERE

ANN ANNUNCIATOR

ATS AUTOMATIC TRANSFER SWITCH

AUX AUXILIARY

AWG AMERICAN WIRE GAUGE

BC BARE COPPER

BFG BELOW FINISH GRADE

C CONDUIT

CAB CABINET

CATB COMMUNITY ANTENNA TELEVISION

CATV CABLE TELEVISION

CKT CIRCUIT

CLG CEILING

CNTR CONTRACTOR

C.O. CONDUIT ONLY

CRT COMPUTER TERMINAL

CT CURRENT TRANSFORMER

CU COPPER

C/W COMPLETE WITH

DB DECIBEL

DC DIRECT CURRENT

DWG DRAWING

(E) EXISTING

EC EMPTY CONDUIT

EG EMERGENCY GENERATOR

EMT ELECTRICAL METALLIC TUBING

EX EXPLOSION PROOF

FACP FIRE ALARM CONTROL PANEL

FC FOOT CANDLE

FT FOOT

GFI GROUND FAULT INTERRUPTER

GND GROUND

GRC GALVANIZED RIGID CONDUIT

HP HORSE POWER

HZ HERTZ

IG ISOLATED GROUND

IMC INTERMEDIATE METALLIC CONDUIT

IN INCH

J-BOX JUNCTION BOX

KV KILOVOLT

KVA KILOVOLT AMPERES

KVAR KILOVARS

KW KILOWATT

LRA LOCKED ROTOR AMPS

LTG LIGHTING

MNF MANUFACTURER

MATV MASTER ANTENNA TELEVISION

MAX MAXIMUM

MB MAIN BUS

MCC MOTOR CONTROL CENTER

MCM 1000 CIRCULAR MILLS

MH MANHOLE

MIC MICROPHONE

MIN MINIMUM

MTG MOUNTING

MTR MOTOR

N/A NOT APPLICABLE

NC NORMALLY CLOSED

NEC NATIONAL ELECTRICAL CODE

NEMA NATIONAL ELECT. MANUFAC. ASSOC.

NFC NATIONAL FIRE CODE

NFPA NATIONAL FIRE PROTECTION ASSOC.

N.I.C. NOT IN CONTRACT

NO NORMALLY OPENED

NTS NOT TO SCALE

OS & Y OUTSIDE SCREW & YOKE

PB PUSHBUTTON

PF POWER FACTOR

PFR PHASE FAILURE RELAY

PNL PANEL

PT POTENTIAL TRANSFORMER

PVC POLYVINYL CHLORIDE CONDUIT

(R) RELOCATE

RECEP RECEPTACLE

REQ REQUIREMENT

RLA RATED LOAD AMPS

RMS ROOT MEAN SQUARE

SE SERVICE ENTRANCE

SPEC SPECIFICATIONS

SPKR SPEAKER

SS SELECTOR SWITCH

SW SWITCH

SWBD SWITCHBOARD

SWGR SWITCHGEAR

TTB TELEPHONE TERMINAL BOARD

TTC TELEPHONE TERMINAL CABINET

TV TELEVISION

TYP TYPICAL

UG UNDERGROUND

UP UTAH POWER

UPS UNINTERRUPTED POWER SUPPLY

V VOLT (KV-KILOVOLT)

VA/R VOLT-AMPS/REACTIVE

VM VOLT METER

W WATTS

W/ WITH

WH WATTHOUR METER

W/O WITHOUT

WP WEATHERPROOF

XFMR TRANSFORMER

XFMR SW TRANSFER SWITCH

XP EXPLOSION PROOF

1P SINGLE-PHASE

2P TWO-POLE

3P THREE-POLE

4P FOUR-POLE

∅ PHASE

GENERAL NOTESCONSULT ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATION OF ALL LIGHTING FIXTURES.

VERIFY ALL EQUIPMENT DIMENSIONS AND LOCATIONS BEFORE BEGINNING ROUGH IN. CONSULT ALL APPLICABLE CONTRACT DRAWINGS AND SHOP DRAWINGS TO INSURE NEC CODE CLEARANCES REQUIRED AROUND ALL ELECTRICAL EQUIPMENT.

CONTRACTOR SHALL VERIFY ALL ELECTRICAL LOADS (VOLTAGE, PHASE, CONNECTION REQUIREMENTS, ETC) OF ALL EQUIPMENT FURNISHED UNDER ALL DIVISIONS, INCLUDING ALL EXISTING EQUIPMENT TO BE RE-USED. REVIEW ALL SHOP DRAWINGS AND EXISTING EQUIPMENT BEFORE BEGINNING ROUGH-IN.

SEE SECTION 265100 (16510) OF THE SPECIFICATION FOR REQUIRED COORDINATION MEETINGS WITH MECHANICAL AND CEILING CONTRACTORS.

SEE APPLICABLE SHOP DRAWINGS FOR ROUGH IN LOCATION OF ALL EQUIPMENT, WIRING DEVICES, ETC. WHERE APPLICABLE MOUNT ALL WIRING DEVICES ABOVE BACK SPLASH EXCEPT THOSE SERVING UNDER COUNTER EQUIPMENT.

SEE SPECIFICATION FOR ENERGY SAVING LAMP AND BALLAST REQUIREMENTS.

FINISHES OF ALL LIGHT FIXTURES SHALL BE AS SELECTED BY ARCHITECT.

THE ELECTRICAL CONTRACTOR SHALL NOTIFY AND COOPERATE WITH THE MECHANICAL CONTRACTOR SUCH THAT NO PIPING, DUCTS, OR EQUIPMENT FOREIGN TO THE OPERATION OF THE ELECTRICAL EQUIPMENT SHALL BE PERMITTED TO BE INSTALLED IN, ENTER OR PASS THRU ELECTRICAL ROOMS OR SPACES, OR ABOVE OR BELOW ELECTRICAL EQUIPMENT IN OTHER AREAS.

ELECTRICAL BOXES SHALL NOT BE LOCATED IN MASONRY COLUMNS IN BRICK WALLS OR IN GROUTED CELLS ADJACENT TO OPENINGS. COORDINATE LOCATION OF BOXES WITH MASONRY CONTRACTOR.

ALL PENETRATIONS OF FIRE RATED FLOORS, WALLS, AND CEILINGS SHALL BE SEALED WITH APPROVED MATERIAL TO MAINTAIN FIRE RATING OF SURFACE PENETRATED.

CIRCUITS EXTENDING OVER 70' FOR 120 VOLT AND 115' FOR 277 VOLT 20 AMP CIRCUITS SHALL BE RUN WITH CONDUCTORS PER TABLE BELOW.

10.

8.

7.

9.

5.

4.

6.

2.

1.

3.

11.

842

TC

J

P

F

S

F

H

S

D

D

R

CM

D

ML

CR

34EQ

A

H

MM

S

1D

2D

A

I

M

ES

T

A

PP

S

S

S

S

S

S

S

C

S

SEE DIAGRAM,SPECIFICATION

EQUIPMENT CABINET/RACK CIRCUIT TO 120V

ARCHITECTURAL ROOM NUMBER

TIME CLOCK +5'-0" 2.

JUNCTION BOX ('F' IN FLOOR) AS NOTED

MOTOR OUTLETEQUIP.TO SUIT

PHOTO-ELECTRIC CONTROL TORK 2000AAS NOTED

PUSHBUTTON +4'-0" 2.

NON-FUSED DISCONNECT SWITCH +5'-0" 5.

FUSED DISCONNECT SWITCH +5'-0" 5.

MANUAL STARTER THERMAL OVERLOAD SWITCH WITH PILOT LIGHT

T+4'-0" 2.

VARIABLE FREQUENCY DRIVEVFD +6'-6"

MAGNETIC STARTER / DISCONNECT COMBINATION +5'-0"

PANEL BOARDTOP AT+6'-0"

MAIN DISTRIBUTION PANEL

TELEPHONE TERMINAL BOARD

FIRE ALARM MANUAL STATION +4'-0" 2.

SMOKE DETECTOR CEILING

DUCT SMOKE DETECTOR MTD. IN DUCT

FIRE/SMOKE DAMPER

DOOR HOLDER AS NOTED

ST TAMPER SWITCH

FIRE ALARM RELAY OR SECURITY RELAY

FIRE ALARM CONTROL MODULE

DURESS PUSHBUTTON +4'-0"

MAGNETIC SHEAR LOCK

ACCESS CONTROL CARD READER +4'-0" 2.

CAMERA - SEE SCHEDULE AS NOTED

EQUIPMENT NUMBER

LIGHT FIXTURE (LETTER DESIGNATES TYPE)

BELL +7'-6"

HEAT DETECTOR CEILING

SF FLOW SWITCH

FW WATER FLOOD INDICATOR

FIRE ALARM MONITOR MODULE

6.

SECURITY SYSTEM DOOR SWITCHDOORJAMB

MOUNT AS PER. MFR.

SECURITY SYSTEM OVERHEAD DOOR SWITCH CEILING

SECURITY SYSTEM KEYED ACCESS SWITCH +4'-0" 2.

INFRARED SENSOR AS NOTED

MOUNT AS PER. MFR.

SECURITY MOTION DETECTOR

ELECTRIC DOOR STRIKE

DOOR POSITION INDICATING SWITCH

O.S. & Y. VALVE SEE DIAGRAM

LOW VOLTAGE TRANSFORMER

CORD DROP SEE DIAGRAM

AUTOMATIC RELAY PACK CEILINGSEE DIAGRAM. SPEC.

POWER PACK CEILINGSEE DIAGRAM, SPEC.

CALL SWITCH +4'-0" 2.

PLUGMOLD+46" ORAS NOTED

SPECIAL PURPOSE OUTLET 10. WITH CAP. 11.AS NOTED+16" OR

MOMENTARY CONTACT SWITCH, CENTER POSITION OFF +4'-0" 2.

TIMER SWITCH +4'-0" 2.TM

PSWITCH WITH PILOT LIGHT +4'-0" 2.

K KEY OPERATED SWITCH +4'-0" 2.

4 FOUR-WAY SWITCH +4'-0" 2.

3 THREE-WAY SWITCH +4'-0" 2.

x4. 2.SINGLE POLE SWITCH +4'-0"

AS NOTEDCEILING/WALL MOUNTED EXIT LIGHTCEILING/

1.3.8.

FLOOD OR TRACK FIXTURE AS NOTED

EGRESS LIGHT FIXTURE AS NOTED UNSWITCHED

LIGHT FIXTURE AS NOTED 1

RECESSED DOWNLIGHT FIXTURE CEILING 1.

WALL LIGHT FIXTURE AS NOTED 1.

CEILING LIGHT FIXTURE CEILING 1.

CABLE TRAY AS NOTED

CONDUIT STUB LOCATION CONDUITCAP

CONDUIT DOWN

CONDUIT UP

CONDUIT RUN CONCEALED IN FLOOR OR GROUND

CONDUIT RUN CONCEALED IN WALL OR CEILING

3 CIRCUIT, HOME RUN TO PANEL

2 CIRCUIT, HOME RUN TO PANEL

ONE CIRCUIT, HOME RUN TO PANEL

CLOCK OUTLET +7'-6" 8.

ELECTRIC WATER COOLER RECEPTACLEWSEE DIAGRAM

A DUPLEX RECEPTACLE 9.

+4'-0" 2.CEILING/WALL MOUNTED OCCUPANCY SENSOR CEILING/

BASEAREA LIGHT POLE AND FIXTURE CONCRETE SEE DIAGRAM

VARIABLE INTENSITY SWITCH +4'-0" 2.D

DUPLEX RECEPTACLE 9. 11.AS NOTED+16" OR

WEATHERPROOF RECEPTACLEWP 2. 9.AS NOTED+24" OR

GROUND FAULT INTERRUPTER DUPLEX RECEPTACLE 9. 11.AS NOTED+16" OR

DUPLEX RECEPTACLE EMERGENCY POWER (RED) 9. 11.AS NOTED+16" OR

FOURPLEX RECEPTACLE 9. 11.AS NOTED+16" OR

FOURPLEX RECEPTACLE EMERGENCY POWER (RED) 9. 11.AS NOTED+16" OR

TELEVISION OUTLET 11.AS NOTED+16" OR

LOW VOLTAGE WALLSTATION (SUBSCRIPT INDICATES +4'-0"CONFIGURATION & CONTROL SEQUENCE) SEE DIAGRAM

ELECTRICAL SYMBOL SCHEDULEELECTRICAL SYMBOL SCHEDULEELECTRICAL SYMBOL SCHEDULEELECTRICAL SYMBOL SCHEDULE

NOTESNOTESNOTESNOTESMOUNTING MOUNTING MOUNTING MOUNTING

HEIGHTHEIGHTHEIGHTHEIGHTDESCRIPTIONDESCRIPTIONDESCRIPTIONDESCRIPTIONSYMBOLSYMBOLSYMBOLSYMBOL

STANDARD MOUNTING HEIGHT UNLESS OTHERWISE NOTED ON PLANSSTANDARD MOUNTING HEIGHT UNLESS OTHERWISE NOTED ON PLANSSTANDARD MOUNTING HEIGHT UNLESS OTHERWISE NOTED ON PLANSSTANDARD MOUNTING HEIGHT UNLESS OTHERWISE NOTED ON PLANS

1. SEE FIXTURE SCHEDULE FOR TYPE, MOUNTING AND WATTAGE.2. HEIGHT MEASURED TO CENTER LINE OF THE BOX FROM THE FINISH FLOOR.3. REFER TO DRAWINGS FOR DIRECTIONAL ARROWS.4. SUBSCRIPT KEYS SWITCH TO FIXTURES CONTROLLED.5. NEMA TYPE 'ND' NON-FUSED UNLESS NOTED 'F' (FUSED). USE 'HD' 480 V.6. HEIGHT MEASURED TO TOP OF THE BOX FROM FINISH FLOOR.

NOTESNOTESNOTESNOTESMOUNTING MOUNTING MOUNTING MOUNTING

HEIGHTHEIGHTHEIGHTHEIGHTDESCRIPTIONDESCRIPTIONDESCRIPTIONDESCRIPTIONSYMBOLSYMBOLSYMBOLSYMBOL

7. PROVIDE H.O.A. AND S.S. PUSHBUTTONS AS REQUIRED.8. DOUBLE ARROWS DENOTE A DOUBLE FACE UNIT.9. COORDINATE WITH MILLWORK SHOP DRAWINGS AND ELEVATIONS FOR HEIGHT.10. SUBSCRIPT DENOTES NEMA CONFIGURATION.11. HEIGHT MEASURED TO BOTTOM OF THE BOX FROM FINISH FLOOR.12. COORDINATE WITH DOOR HARDWARE SUPPLIER.

RECESSED WALLWASH DOWNLIGHT FIXTURE CEILING 1.

WIRELESS ACCESS POINT, ONE CABLE CEILING

FT FLIP-TOP BOX

TOMBSTONE RECEPTACLE

DIGITAL DAYLIGHT SENSOR CEILING

VASPIRATING SMOKE DETECTION SYSTEM CEILING MOUNT AS

PER. MFR.

UPPER OUTLETSWITCH CONTROLLEDDUPLEX RECEPTACLE 9. 11.AS NOTED

+16" OR

SIMPLEX RECEPTACLE 9. 11.AS NOTED+16" OR

ISOLATED GROUND RECEPTACLEIG 2. 9.AS NOTED+16" OR

DATA OUTLET, ONE CABLE 9. 11.AS NOTED

DATA OUTLET, TWO CABLES 9. 11.AS NOTED+16" OR

DATA OUTLET, THREE CABLES 9. 11.+16" OR

PT POKE THRU - SEE SCHEDULE FLOOR

9.

MAGNETIC STARTER +5'-0" 7.

CHIME +7'-6"

E FIRE ALARM SIGNAL SPEAKER/STROBE 6.

K FIRE ALARM SPEAKER ONLY 6.

G GLASS BREAK DETECTOR CEILING

+16" OR

AS NOTED

DEMOLITION NOTES

3.

1.

2.

6.

4.

5.

9.

7.

8.

COORDINATE ALL NEW ELECTRICAL EQUIPMENT REQUIREMENTS AND MAKE CONNECTION TOEXISTING SYSTEMS. THIS INCLUDES LIGHTING, POWER, SIGNAL, RACEWAY AND OTHERSYSTEMS INCLUDED UNDER DIVISION 26 (16).

RELOCATE, REWIRE AND/OR RECONNECT EXISTING ELECTRICAL DEVICES AND/OR EQUIPMENTTHAT FOR ANY REASON OBSTRUCTS CONSTRUCTION.

CONCEAL ALL RACEWAY AND WIRING IN EXISTING WALLS, CEILINGS, FLOORS, ETC. EXCEPTWHERE THE USE OF SURFACE METAL RACEWAYS (E.G. WIRE MOLD) IS INDICATED ONDRAWINGS OR IN SPEC.

LEAVE ALL EXISTING EQUIPMENT, IN PORTIONS OF THE BUILDING NOT BEING REMODELED, INWORKING CONDITION. RESTORE ALL INTERRUPTED BRANCH CIRCUITS, FEEDERS, ETC. TOWORKING CONDITION.

EXISTING RACEWAYS MAY BE REUSED (IN PLACE) WHERE POSSIBLE, AND WHERE INCOMPLIANCE WITH THE SPECIFICATIONS AND THE INTENT OF THE CONTRACT DOCUMENTS.INSURE INTEGRITY OF EXISTING RACEWAY BEFORE REUSE.

REMOVE ALL RACEWAYS, CONDUCTORS, BOXES, DEVICES, EQUIPMENT, ETC. THAT ARE NOTTO BE REUSED.

REMOVE EXISTING LIGHT FIXTURES WHICH ARE NOT TO BE REUSED, PLACE IN CARTON,LABEL APPROPRIATELY, AND RETURN TO OWNER, OR PROPERLY DISPOSE OF FIXTURES THATTHE OWNER CHOOSES NOT TO KEEP.

DO NOT PENETRATE STRUCTURAL ELEMENTS OF FLOORS, WALLS, CEILINGS, ROOFS, ETC.

DISCONNECT AND RECONNECT ANY/ALL FIXTURES, DEVICES, EQUIPMENT, ETC. REQUIREDFOR PROPER COMPLETION OF THE WORK.

12.

EL ELECTRIC DOOR LOCK 12.

GROUND FAULT INTERRUPTER FOURPLEX RECEPTACLE 9. 11.AS NOTED+16" OR

MAXIMUM LENGTH

20 AMP MINIMUM BRANCH CIRCUIT CONDUCTOR SIZING

BRANCH CIRCUIT VOLTAGE

CONDUCTOR LENGTH (FT) 120 VOLT 277 VOLT

<70 MIN. #12 AWG

70 - 115

115 - 170

170 - 270

271 - 380

>380

MIN. #12 AWG

MIN. #10 AWG MIN. #12 AWG

MIN. #8 AWG MIN. #10 AWG

MIN. #6 AWG MIN. #8 AWG

NOTE B MIN. #8 AWG

NOTE B NOTE B

A. THESE ARE BASED ON MAXIMUM LENGTH OF CIRCUIT.

B. PERFORM VOLTAGE DROP CALCULATIONS AND PROVIDE CONDUCTOR SIZE TO KEEPBRANCH CIRCUIT VOLTAGE DROP LESS THAN 3% WITH A 15 AMP LOAD.

C. CONTRACTOR SHALL ENSURE THAT THE INSTALLATION OF EACH BRANCH CIRCUITSTAYS WITHIN 3% VOLTAGE DROP FOR A 15 AMP LOAD. IF NECESSARY,CONTRACTOR SHALL INCREASE WIRE AND CONDUIT SIZE TO MEET THE STANDARD ATNO ADDITIONAL COST TO OWNER.

R ACCESS CONTROL SYSTEM, REQUEST TO EXIT

K SECURITY SYSTEM KEYPAD +4'-0" 2.

POWER POLE

RCDIGITAL ROOM CONTROLLER (SUBSCRIPT INDICATES NUMBER OF RELAYS) CEILING

SEE DIAGRAM, SPEC.X

CONDUIT/CIRCUIT CONTINUATION

.

TVSS PROTECTED RECEPTACLE 9. 11.AS NOTED+16" OR

DATA OUTLET, W/MORE THAN (3) CABLES 9. 11.+16" ORAS NOTEDX

CORD REEL SEE DIAGRAM

H CONCEALED FIRE ALARM SIGNAL HORN/STROBE

E CONCEALED FIRE ALARM SIGNAL SPEAKER/STROBE

S CONCEALED FIRE ALARM SIGNAL STROBE 6.CEILING

SCSMOKE/CARBON MONOXIDE DETECTOR

CCARBON MONOXIDE DETECTOR

CEILING

CEILING

BR ACCESS CONTROL BIOMETRIC READER +4'-0" 2.

TW TWO-WAY COMMUNICATION SYSTEM CALL STATION

TWZTWO-WAY COMMUNICATION SYSTEM ANNUNCIATOR

DUPLEX RECEPTACLE WITH USB OUTLET 9. 11.AS NOTEDU+16" OR

SIMPLEX RECEPTACLE WITH USB OUTLET 9. 11.AS NOTED+16" OR

U

GROUND BUS BAR

+4'-0"

+4'-0" 11.

2.PANEL

SUBSCIPT A=ANALOG, D = DIGITAL

9. 11.AS NOTED+16" OR

CONTROLLED RECEPTACLE

RECEPTACLE SWITCH PACK CEILINGR

B BLUE ALARM SIGNAL STROBE WITHBLUE COLORED LENS (CO VISUAL ALARM) +8'-0"

CEILING/ MOUNT AS PER. MFR.

EPABOVECEILING

SEE DIAGRAM, SPEC.

EMERGENCY LIGHTING CONTROL UNIT

+8'-0"

S CONCEALED FIRE ALARM SIGNAL STROBE WALL 6.+8'-0"

CLG

+8'-0"FIRE ALARM STROBE

ECONCEALED FIRE ALARM SIGNAL SPEAKER/STROBE WALL

6.+8'-0"

CLG CEILING

+8'-0"

H 6.+8'-0"CONCEALED FIRE ALARM SIGNAL HORN/STROBE WALL

CLG CEILING

6.+8'-0"FIRE ALARM SIGNAL HORN/STROBE

X

2., SEE DIAGRAM, SPEC.

F FLOOR BOX - SEE SCHEDULE FLOORSEE DIAGRAM, SPEC.SEE DIAGRAM, SPEC.

SEE DIAGRAM, SPEC.

DEVICE/EQUIPMENT (TEXT DESIGNATES TYPE) SEE SCHEDULE

Page 23: DFCM Addendum No. 3 · AD1-1 Bid Questions See attached for Bid Question Responses. These include any changes from questions on Addendum 2 & 3. AD1-2 Mechanical Mechanical Addendum

2017 BNACONSULTING SA

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BNA635 South State Street

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CONSULTING

P:801.532.2196F:801.532.2305

www.bnaconsulting.com

ph: (801) 533-2100

A R C H I T E C T S

S L C, Utah 84111577 South 200 East

jrcadesign.com

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PROJECT STATUS

LIGHTING SHOP DRAWING REQUIREMENTS

PRIOR APPROVAL REQUIREMENTS

BIDDING REQUIREMENTS

NOTE: NOT ALL ABBREVIATIONS WILL NECESSARILY BE USED.

LIGHT FIXTUREABBREVIATION SCHEDULE

LIGHT FIXTUREGENERAL NOTES

REFER TO SPECIFICATIONS 260500, 265100 & 265600 (16001, 16510 & 16551).

LINEAR LIGHTING MUST INCLUDE DETAILED DRAWINGS WITH SUPPORT DETAILS, STEM LOCATIONS AND HAVE ALL LENGTHS IDENTIFIED WITH STEM LOCATIONS.COLOR SAMPLES MUST BE INCLUDED IN FIRST SUBMITTAL.

CUT SHEETS MUST BE STAMPED WITH THE FACTORY REPRESENTATIVE'S COMPANY NAME.

VALUE ENGINEERING CONDUCTED WITHOUT THE DESIGN TEAM IE; ARCHITECT, OWNER, ENGINEER & LIGHTING CONSULTANT/DESIGNER WILL NOT BE ALLOWED, REVIEWED OR APPROVED.

PROVIDE A LIST OF SPARE PARTS & EQUIPMENT.

REFER TO THE ARCHITECTURAL REFLECTED CEILING PLANS FOR LOCATIONS OF LIGHT FIXTURES. BRING ALL DISCREPANCIES OF LOCATIONS AND QUANTITIES TO THE ATTENTION OF THE ARCHITECT AND ELECTRICAL ENGINEER PRIOR TO BIDDING.

REFER TO ARCHITECTURAL ELEVATIONS FOR MOUNTING HEIGHTS AND LOCATIONS OF LIGHT FIXTURES. BRING ALL DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT PRIOR TO BIDDING.

REFER TO THE SPECIFICATIONS FOR OTHER LIGHT FIXTURE, REQUIREMENTS AND ACCEPTABLE MANUFACTURERS.

REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR LOUVER REQUIREMENTS AS REQUIRED.

CONFIRM AVAILABLE MOUNTING DEPTHS OF ALL LIGHT FIXTURES AND COMPARE WITH DEPTHS SHOWN ON SHOP DRAWINGS. BRING ALL POTENTIAL CONFLICT AREAS TO THE ATTENTION OF THE ARCHITECT AND ELECTRICAL ENGINEER PRIOR TO RELEASE.

PRIOR APPROVAL IS REQUIRED BEFORE BIDDING THIS PROJECT.

PRIOR APPROVALS SHALL BE SUBMITTED TO THE ELECTRICAL ENGINEER'S OFFICE AT LEAST (8) EIGHT WORKING DAYS BEFORE THE BID. PRIOR APPROVALS RECEIVED AFTER THIS TIME PERIOD SHALL BE REJECTED.

PRIOR APPROVALS SHALL BE SIGNED BY A PRINCIPAL OF THE SUBMITTING ORGANIZATION STATING THAT THEY HAVE PREPARED AND/OR REVIEWED THE SUBMITTAL AND THAT THE PRODUCTS PROPOSED ARE EQUIVALENT TO THOSE SPECIFIED. ANY EXCEPTIONS SHALL BE SO NOTED.

ITEMS THAT ARE SUBMITTED AND HAVE BEEN APPROVED WILL BE LISTED IN THE ADDENDUM(S). VERBAL APPROVAL WILL NOT BE GIVEN ON ANY ITEM.

IT IS NOT THE RESPONSIBILITY OF THE ELECTRICAL ENGINEER TO NOTIFY THE SUBMITTING PARTY OF ERRORS IN THE SUBMITTAL. NOTIFICATION OF ERRORS BY THE ELECTRICAL ENGINEER PRIOR TO ISSUANCE OF THE ADDENDUM(S) MAY NOT BE GIVEN.

PRIOR APPROVALS SHALL CONSIST OF TWO SETS OF CUT SHEETS DESCRIBING THE PRODUCTS BEING SUBMITTED AS EQUIVALENTS. FAXES ARE NOTACCEPTABLE. ALL SPECIFICATION INFORMATION SHALL BE CLEARLY MARKED, WITH NON-APPLICABLE INFORMATION CROSSED OUT. COMPLETE PHOTOMETRIC DATA SHALL BE PROVIDED. PRODUCTS WITHOUT PHOTOMETRIC DATA WILL NOT BE APPROVED.

SUPPLY POINT-BY-POINTS AS REQUIRED BY THE ELECTRICAL ENGINEER AND/OR LIGHTING DESIGNER.

SAMPLE FIXTURES MUST BE SUPPLIED WITH A CORD, PLUG AND 120V DRIVER.

BID ONLY PRODUCTS THAT ARE SPECIFIED OR APPROVED BY ADDENDUM.

PACKAGING OF LIGHT FIXTURES WITH OTHER SYSTEMS IS NOT ALLOWED.

WHEN ONLY ONE PRODUCT IS APPROVED FOR BIDDING, THE PRICE FOR THAT ITEM SHALL BE BROKEN OUT SEPARATELY WHEN SUBMITTING PRICING TO VARIOUS DISTRIBUTORS AND/OR CONTRACTORS.

WHEN A CONTRADICTION EXISTS BETWEEN A SPECIFIC MODEL NUMBER AND THE DESCRIPTION, THE DESCRIPTION SHALL GOVERN.4.

6.

5.

4.

2.

3.

1.

7.

8.

6.

5.

4.

3.

2.

1.

3.

2.

1.

MOD

SFBA

CFBA

WALL@CLG

CCBA

SCBA

A.F.F.

MODIFY STANDARD LIGHT FIXTURE AS INDICATED

STANDARD FINISH AS SELECTED BY THE ARCHITECT

CUSTOM FINISH AS SELECTED BY THE ARCHITECT

STANDARD PAINTED COLOR AS SELECTED BY THE ARCHITECT

CUSTOM PAINTED COLOR AS SELECTED BY THE ARCHITECT

WALL MOUNT AT CORNER OF WALL AND CEILING

ABOVE FINISH FLOOR

5.

3.

4.

2.

1.

FIXTURE SCHEDULEFIXTURE SCHEDULEFIXTURE SCHEDULEFIXTURE SCHEDULE

TYPETYPETYPETYPE DESCRIPTIONDESCRIPTIONDESCRIPTIONDESCRIPTION MFR.MFR.MFR.MFR. CATALOG NUMBERCATALOG NUMBERCATALOG NUMBERCATALOG NUMBER VOLTSVOLTSVOLTSVOLTSTOTALTOTALTOTALTOTALWATTSWATTSWATTSWATTS LAMPLAMPLAMPLAMP

A HIGH PERFORMANCE 4" LINEAR LED LUMINARE WITH HIGH LIGHTOUTPUT, 80 CRI, 3500K, BOTTOM DIFFUSER, SINGLE CIRCUIT 277

VOLT, FOR 1" T-BAR CIELING

FINELITE HP-4 D-4'-H-8-35-BG-277-FM-SC-C1 277 V 2880 LUMEN LED,3500 K, 80+CRI

B HIGH PERFORMANCE 4" LINEAR LED LUMINARE WITH HIGH LIGHTOUTPUT, 80 CRI, 3500K, BOTTOM DIFFUSER, SINGLE CIRCUIT 120

VOLT, FOR 1" T-BAR AND GYPSUB BOARD CIELING

FINELITE HP-4 D-4'-H-8-35-BG-120-FM-SC-C1 120 V 28.4 2880 LUMEN LED,3500 K, 80+CRI

C 2'X4' HIGH PERFORMANCELED LAY-IN FIXTURE, 3500 K, HIGH LUMEN,DUAL VOLTAGE (120/277), 0-10VOLT DIMMING

COLUMBIA LCAT-24-35-HL-G-R-ED 277 V 43 5721 LUMEN LED,3500 K, 80+CRI

D 2'X4' HIGH PERFORMANCELED LAY-IN EMERGENCY FIXTURE, 3500 K,HIGH LUMEN, DUAL VOLTAGE (120/277), 0-10VOLT DIMMING, 1400

LUMEN BATTERY PACK

COLUMBIA LCAT-24-35-HL-G-R-ED-U-ELL14 120 V 43 5721 LUMEN LED,3500 K, 80+CRI

E EDGE-LIT LONG LIFE RECESSED MOUNT, ENERGY EFFICIENT, DUALVOLTAGE, ANODIZED ALUMINUM UNIVERSAL CHEVRON LED EXIT

LIGHT

EATON EU-R-70-1G 120 V 4.5 MAX 70 LED LAMPS

NOTES:NOTES:NOTES:NOTES:

1. NON1. NON1. NON1. NON----FUSED DISCONNECT SWITCHFUSED DISCONNECT SWITCHFUSED DISCONNECT SWITCHFUSED DISCONNECT SWITCH A. FURNISHED, INSTALLED, AND CONNECTED UNDER DIVISION 26(16).A. FURNISHED, INSTALLED, AND CONNECTED UNDER DIVISION 26(16).A. FURNISHED, INSTALLED, AND CONNECTED UNDER DIVISION 26(16).A. FURNISHED, INSTALLED, AND CONNECTED UNDER DIVISION 26(16).

2. FUSED DISCONNECT SWITCH2. FUSED DISCONNECT SWITCH2. FUSED DISCONNECT SWITCH2. FUSED DISCONNECT SWITCH B. FURNISHED AND INSTALLED UNDER ANOTHER DIVISION REQUIRINGB. FURNISHED AND INSTALLED UNDER ANOTHER DIVISION REQUIRINGB. FURNISHED AND INSTALLED UNDER ANOTHER DIVISION REQUIRINGB. FURNISHED AND INSTALLED UNDER ANOTHER DIVISION REQUIRING

3. BREAKER IN ENCLOSURE3. BREAKER IN ENCLOSURE3. BREAKER IN ENCLOSURE3. BREAKER IN ENCLOSURE CONNECTION UNDER DIVISION 26(16).CONNECTION UNDER DIVISION 26(16).CONNECTION UNDER DIVISION 26(16).CONNECTION UNDER DIVISION 26(16).

4. MANUAL STARTER W/THERMAL OVERLOAD4. MANUAL STARTER W/THERMAL OVERLOAD4. MANUAL STARTER W/THERMAL OVERLOAD4. MANUAL STARTER W/THERMAL OVERLOAD C. FURNISHED UNDER ANOTHER DIVISION BUT INSTALLED ANDC. FURNISHED UNDER ANOTHER DIVISION BUT INSTALLED ANDC. FURNISHED UNDER ANOTHER DIVISION BUT INSTALLED ANDC. FURNISHED UNDER ANOTHER DIVISION BUT INSTALLED AND

5. MAGNETIC STARTER5. MAGNETIC STARTER5. MAGNETIC STARTER5. MAGNETIC STARTER CONNECTED UNDER DIVISION 26(16).CONNECTED UNDER DIVISION 26(16).CONNECTED UNDER DIVISION 26(16).CONNECTED UNDER DIVISION 26(16).

6. MAGNETIC STARTER/NON6. MAGNETIC STARTER/NON6. MAGNETIC STARTER/NON6. MAGNETIC STARTER/NON----FUSED DISCONNECT COMBINATIONFUSED DISCONNECT COMBINATIONFUSED DISCONNECT COMBINATIONFUSED DISCONNECT COMBINATION D. FURNISHED, INSTALLED AND CONNECTED UNDER ANOTHER DIVISION.D. FURNISHED, INSTALLED AND CONNECTED UNDER ANOTHER DIVISION.D. FURNISHED, INSTALLED AND CONNECTED UNDER ANOTHER DIVISION.D. FURNISHED, INSTALLED AND CONNECTED UNDER ANOTHER DIVISION.

7. MAGNETIC STARTER/FUSED DISCONNECT COMBINATION7. MAGNETIC STARTER/FUSED DISCONNECT COMBINATION7. MAGNETIC STARTER/FUSED DISCONNECT COMBINATION7. MAGNETIC STARTER/FUSED DISCONNECT COMBINATION

8. MAGNETIC STARTER/BREAKER COMBINATION8. MAGNETIC STARTER/BREAKER COMBINATION8. MAGNETIC STARTER/BREAKER COMBINATION8. MAGNETIC STARTER/BREAKER COMBINATION CB = CIRCUIT BREAKER CB = CIRCUIT BREAKER CB = CIRCUIT BREAKER CB = CIRCUIT BREAKER ---- THERMAL MAGNETIC THERMAL MAGNETIC THERMAL MAGNETIC THERMAL MAGNETIC9. VARIABLE FREQUENCY DRIVE9. VARIABLE FREQUENCY DRIVE9. VARIABLE FREQUENCY DRIVE9. VARIABLE FREQUENCY DRIVE CKW = CHILLER KILOWATTSCKW = CHILLER KILOWATTSCKW = CHILLER KILOWATTSCKW = CHILLER KILOWATTS

10. REDUCED VOLTAGE STARTER10. REDUCED VOLTAGE STARTER10. REDUCED VOLTAGE STARTER10. REDUCED VOLTAGE STARTER

11. DIRECT CONNECTION11. DIRECT CONNECTION11. DIRECT CONNECTION11. DIRECT CONNECTION

12. RECEPTACLE/SPECIAL PURPOSE OUTLET/ETC.12. RECEPTACLE/SPECIAL PURPOSE OUTLET/ETC.12. RECEPTACLE/SPECIAL PURPOSE OUTLET/ETC.12. RECEPTACLE/SPECIAL PURPOSE OUTLET/ETC. NOTE 1: PER 250.122(A), EQUIPMENT GROUND IS NOT REQUIRED TO BENOTE 1: PER 250.122(A), EQUIPMENT GROUND IS NOT REQUIRED TO BENOTE 1: PER 250.122(A), EQUIPMENT GROUND IS NOT REQUIRED TO BENOTE 1: PER 250.122(A), EQUIPMENT GROUND IS NOT REQUIRED TO BE13. TWO13. TWO13. TWO13. TWO----SPEED STARTER, COORDINATE W/MOTOR TYPESPEED STARTER, COORDINATE W/MOTOR TYPESPEED STARTER, COORDINATE W/MOTOR TYPESPEED STARTER, COORDINATE W/MOTOR TYPE LARGER THAN PHASE CONDUCTOR.LARGER THAN PHASE CONDUCTOR.LARGER THAN PHASE CONDUCTOR.LARGER THAN PHASE CONDUCTOR.

14. SOLID STATE SOFT STARTER14. SOLID STATE SOFT STARTER14. SOLID STATE SOFT STARTER14. SOLID STATE SOFT STARTER

EQUIPMENT SCHEDULE

UNITUNITUNITUNIT #### DESCRIPTIONDESCRIPTIONDESCRIPTIONDESCRIPTION

LOADLOADLOADLOAD

VOLTVOLTVOLTVOLT

PH

AS

EP

HA

SE

PH

AS

EP

HA

SE

FU

LL

LO

AD

AM

PS

FU

LL

LO

AD

AM

PS

FU

LL

LO

AD

AM

PS

FU

LL

LO

AD

AM

PS

CO

ND

UIT

S

IZE

CO

ND

UIT

S

IZE

CO

ND

UIT

S

IZE

CO

ND

UIT

S

IZE WIRESWIRESWIRESWIRES OCPDOCPDOCPDOCPD REFERENCE NOTESREFERENCE NOTESREFERENCE NOTESREFERENCE NOTES

HP

HP

HP

HP

FL

AF

LA

FL

AF

LA

MC

AM

CA

MC

AM

CA

VA

VA

VA

VA

SE

TS

SE

TS

SE

TS

SE

TS

QT

YQ

TY

QT

YQ

TY

SIZ

ES

IZE

SIZ

ES

IZE

EQ

UIP

. G

ND

.E

QU

IP.

GN

D.

EQ

UIP

. G

ND

.E

QU

IP.

GN

D.

TY

PE

TY

PE

TY

PE

TY

PE

AM

PS

AM

PS

AM

PS

AM

PS

ST

AR

TE

RS

TA

RT

ER

ST

AR

TE

RS

TA

RT

ER

DIS

CO

NN

EC

TD

ISC

ON

NE

CT

DIS

CO

NN

EC

TD

ISC

ON

NE

CT

OT

HE

RO

TH

ER

OT

HE

RO

TH

ER

REMARKSREMARKSREMARKSREMARKS

FC 1 FAN COIL 0.33 120 V 1 9.8 A 3/4" 1 2 12 12 CB 20 A

FC 2 FAN COIL 0.33 120 V 1 9.8 A 3/4" 1 2 12 12 CB 20 A

3 11/07/2

017

Addendum #3

3

Page 24: DFCM Addendum No. 3 · AD1-1 Bid Questions See attached for Bid Question Responses. These include any changes from questions on Addendum 2 & 3. AD1-2 Mechanical Mechanical Addendum

PTPT

PT

PT

JJJJ

JJJJ

JJ

JJ

J

J

T

T

F G H I J K L M N O P

1

2

3

4

OFFICE131

OFFICE130

OFFICE135

CONFERENCEROOM

134

OFFICE136

OFFICE143

OFFICE144

OFFICE145

OFFICE147

OFFICE146

SERVER RM140

SECURE ROOM139

COMM RM149

VICTIMSADVOCATE

OFFICE105

OFFICE106

OFFICE107

OFFICE108

OFFICE110

EVIDENCESTORAGE

114

SECURECORRIDOR

115

WAR ROOM121

SECUREINTERVIEW

118

TOILET120

FORENSICROOM

119

SECUREINTERVIEW

117

HOLDING116

OFFICE125

OFFICE124

OFFICE122

OFFICE123

OFFICE129

OFFICE128

OFFICE137

BREAK ROOM148

EVIDENCETECH OFFICE

113EVIDENCE

PROCESSINGOFFICE

112

ELECT.104

OPEN OFFICE138

OFFICE109

'P2B'

'L2A'+60" +60"

+60"+60"+60"

+60" +60"

+60"

CONTROLROOM

142STORAGE

141

+96"+60" A

A

A

A

WAITING101

RECORDS111

STAIR BB

W

'P2A'

'T2'(HUNG ABOVE)

STAIR CC

STAIR AA

STORAGE132

OPEN OFFICE127

(E)

(E)

(E)

(E)

+60"

A

A

1

P2A-1

P2A-1

P2A-1

P2A-3

P2A-3

P2A-3

P2A-4P2A-4

P2A-11

P2A-11

P2A-9

P2A-9

P2A-9P2A-7P2A-7

P2A-7

P2A-5

P2A-5

P2A-5

P2A-11

P2A-4

P2A-13

P2A-13

P2A-15

P2A-15

P2A-15

P2A-15

P2A-17P2A-17

P2A-19

P2A-19

P2A-19

P2A-19

P2A-19

P2B-1

P2B-1

P2B-1 P2B-3P2B-3

P2B-3

P2B-5

P2B-5

P2B-5 P2B-7P2B-7

P2B-7

P2B-9P2B-9

P2B-9

P2B-11

P2B-11

P2B-11

EMCL-1

EMCL-1

EMCL-1EMCL-1

P2B-15 P2B-15 P2B-15

P2B-15

P2A-21P2A-21 P2A-23

P2A-23P2A-25

P2A-25

P2A-29P2A-29

P2A-27

P2A-27

P2A-6

P2A-6

P2A-6

P2A-8

P2A-8

P2A-8

P2A-10,12,14 P2A-16

P2A-2

P2A-4

P2B-17

P2B-17 P2B-19

P2B-19 P2B-21

P2B-21 P2B-23P2B-23

P2B-25

P2B-25P2B-25

P2B-25

P2B-25

P2B-27,29

P2B-6P2B-8

P2A-18

P2A-20 P2A-20 P2A-20 P2A-20

P2A-22

P2A-24P2A-24

P2A-22 P2A-22

P2A-28P2A-26

P2A-26

P2B-2 P2B-4

'EMCL' (E)

EMCL-3

EMCL-3

EMCL-7EMCL-7

EMCL-7

EMCL-5

EMCL-5

EMCL-7

P2B-13

P2B-13P2B-13

EMCL-9

EMCL-9 EMCL-11

EMCL-9

EMCL-11

UP

S-1

UP

S-3

UP

S-3

UPS-1UPS-25

UPS-21

UPS-21

UPS-19

UPS-19

UPS-15

UPS-15

UP

S-1

3

UP

S-1

3

UPS-9

UPS-9

UPS-7

UPS-7

P2A-27

2 2

2 2

2 2

2 2

2

3

'UPS'4

5

5

5

5

5 5

5

5

5

CLG

CLG

FC

1

P2B-20

FC

2 UPS-5

+48"+48"

6 6

7

7

7

8

8

7

7

P2A-21

P2A-21

P2A-23

P2A-23

P2A-3

P2A-3

P2A-1

P2A-1

P2A-11P2A-11

P2B-10,12P2B-14,16

P2B-18

CLG

CLG

2017 BNACONSULTING SA

LT L

AK

E

ST.G

EO

RG

E

BNA635 South State Street

Salt Lake City, Utah 84111

CONSULTING

P:801.532.2196F:801.532.2305

www.bnaconsulting.com

ph: (801) 533-2100

A R C H I T E C T S

S L C, Utah 84111577 South 200 East

jrcadesign.com

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E301

LEVEL 2

POWER PLAN

00/00/2014

DP

S C

AL R

AM

PT

ON

2N

D F

LO

OR

4501 S

OU

TH

2700 W

ES

T

WE

ST

VA

LLE

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ITY

, U

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4119

16028

PROJECT STATUSSCALE = 1/8" = 1'-0"

Level 2 Power Plan

SHEET KEYNOTES

1 DEVICES SHALL BE INSTALLED BEHIND WALL-MOUNTED MICROWAVE. COORDINATE WITH FURNITURE PEOPLE PRIOR TO ROUGH-IN

PROVIDE CONNECTION TO SYSTEMS FURNITURE.

EXISTING DATA RACK TO REMAIN.

PROVIDE A 120/208V THREE PHASE PANEL TO CIRCUIT TO UPS. SEE SHEET E601 PANEL 'EMCL' FOR CIRCUITRY TO UPS. PROVIDE A NEW CIRCUIT BREAKER TO FEED UPS.

PROVIDE (3) CAT-6 CABLES TO EACH CUBICLE SPACE

PROVIDE A TWO PORT DATA KEYSTONE WALL PLATE. LEAVE (1) PORT BLANK FOR FUTURE EXPANSION AND PROVIDE (1) CATEGORY CABLE BACK TO COMM RM 149.

PROVIDE A BLANK KEYSTONE WALL PLATE WITH A 3/4" CONDUIT STUBBED UP TO ACCESSIBLE CEILING FOR FUTURE VIDEO WALL EXPANSION.

PROVIDE A 3/4" CONDUIT STUBBED UP TO ACCESSIBLE CEILING. RUN CATEGORY CABLE BACK TO CONTROL ROOM 142

2

3

4

5

1 10/11/2

017

Bid Set Revisions

3 11/07/2

017

Addendum #3

GENERAL NOTESFOR VAV POWER, PROVIDE A DEDICATED 20A CIRCUIT FROM THE EQUIPMENT BRANCH FOR EVERY 3,000 SQ. FT. COORDINATE EXACT LOCATION OF JUNCTION BOX WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH-IN. PROVIDE CIRCUIT FROM NEAREST 120V EQUIPMENT BRANCH PANEL.

1.

6

7

8

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Page 25: DFCM Addendum No. 3 · AD1-1 Bid Questions See attached for Bid Question Responses. These include any changes from questions on Addendum 2 & 3. AD1-2 Mechanical Mechanical Addendum

2017 BNACONSULTING SA

LT L

AK

E

ST.G

EO

RG

E

BNA635 South State Street

Salt Lake City, Utah 84111

CONSULTING

P:801.532.2196F:801.532.2305

www.bnaconsulting.com

ph: (801) 533-2100

A R C H I T E C T S

S L C, Utah 84111577 South 200 East

jrcadesign.com

123456

A

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E601

PANELBOARD

SCHEDULES

00/00/2014

DP

S C

AL R

AM

PT

ON

2N

D F

LO

OR

4501 S

OU

TH

2700 W

ES

T

WE

ST

VA

LLE

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ITY

, U

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4119

16028

PROJECT STATUS

AIC RATING AMPS RMS SYSM.

Legend: 40 A 42 A 33 A AMPS/PHASEAMPS/PHASEAMPS/PHASEAMPS/PHASE 13540 VA

4680 4900 3960 TOTAL (VA)TOTAL (VA)TOTAL (VA)TOTAL (VA) CONNECTED LOAD TOTAL

SPARE 20 A 1 -- 41 0 VA 0 VA 42 -- 1 20 A SPARE

SPARE 20 A 1 -- 39 0 VA 0 VA 40 -- 1 20 A SPARE

SPARE 20 A 1 -- 37 0 VA 0 VA 38 -- 1 20 A SPARE

SPARE 20 A 1 -- 35 0 VA 0 VA 36 -- 1 20 A SPARE

SPARE 20 A 1 -- 33 0 VA 0 VA 34 -- 1 20 A SPARE

SPARE 20 A 1 -- 31 0 VA 0 VA 32 -- 1 20 A SPARE

RECEPTACLE OFFICE 128 20 A 1 29 360 VA 30

RECEPTACLE OFFICE 129 20 A 1 27 540 VA 200 VA 28 1 20 A RECEPTACLE CONFERENCE...

RECEPTACLE OFFICE 135 20 A 1 25 360 VA 360 VA 26 1 20 A RECEPTACLE CONFERENCE...

RECEPTACLE OFFICE 136 20 A 1 23 720 VA 360 VA 24 1 20 A RECEPTACLE SHARED...

RECEPTACLE OFFICE 137 20 A 1 21 720 VA 560 VA 22 1 20 A RECEPTACLE SHARED...

RECEPTACLE Room 127, 132,... 20 A 1 19 900 VA 720 VA 20 1 20 A RECEPTACLE SHARED...

RECEPTACLE BREAK ROOM... 20 A 1 17 360 VA 180 VA 18 1 20 A RECEPTACLE IT ROOM 142

RECEPTACLE BREAK ROOM... 20 A 1 15 720 VA 0 VA 16 1 20 A POWER OPEN OFFICE 138

RECEPTACLE BREAK ROOM... 20 A 1 13 360 VA 0 VA 14 1 20 A POWER OPEN OFFICE 138

RECEPTACLE Room 138, C,... 20 A 1 11 900 VA 0 VA 12 1 20 A POWER OPEN OFFICE 138

RECEPTACLE OFFICE 147 20 A 1 9 540 VA 0 VA 10 1 20 A POWER OPEN OFFICE 138

RECEPTACLE OFFICE 146 20 A 1 7 540 VA 540 VA 8 1 20 A RECEPTACLE OFFICE 131

RECEPTACLE OFFICE 145 20 A 1 5 540 VA 540 VA 6 1 20 A RECEPTACLE OFFICE 130

RECEPTACLE OFFICE 144 20 A 1 3 900 VA 720 VA 4 1 20 A RECEPTACLE OPEN OFFICE 138

RECEPTACLE Office 144 20 A 1 1 900 VA 0 VA 2 1 20 A POWER OPEN OFFICE 138

ITEMITEMITEMITEM AMPSAMPSAMPSAMPS POLEPOLEPOLEPOLEWIREWIREWIREWIRESIZESIZESIZESIZE

CIR.CIR.CIR.CIR.NO.NO.NO.NO. AAAA BBBB CCCC AAAA BBBB CCCC

CIR.CIR.CIR.CIR.NO.NO.NO.NO.

WIREWIREWIREWIRESIZESIZESIZESIZE POLEPOLEPOLEPOLE AMPSAMPSAMPSAMPS ITEMITEMITEMITEM

BRANCH BREAKERSBRANCH BREAKERSBRANCH BREAKERSBRANCH BREAKERS

SPD

200% NEUTRAL

AMP:AMP:AMP:AMP: 225 A ISO GROUND

FED FROM:FED FROM:FED FROM:FED FROM: SUBFEED LUGS

MOUNTING:MOUNTING:MOUNTING:MOUNTING: SURFACE LOCATION:LOCATION:LOCATION:LOCATION: ELECT.-1 104-1 MAINS:MAINS:MAINS:MAINS: MLO

PANEL:PANEL:PANEL:PANEL: P2AP2AP2AP2A TYPE:TYPE:TYPE:TYPE: NQOD VOLTS:VOLTS:VOLTS:VOLTS: 120/208 Wye PHASE:PHASE:PHASE:PHASE: 3 WIRES:WIRES:WIRES:WIRES: 4

PANELBOARD SCHEDULEPANELBOARD SCHEDULEPANELBOARD SCHEDULEPANELBOARD SCHEDULE

AIC RATING AMPS RMS SYSM.

Legend: 34 A 18 A 15 A AMPS/PHASEAMPS/PHASEAMPS/PHASEAMPS/PHASE 8016 VA

4056 2160 1800 TOTAL (VA)TOTAL (VA)TOTAL (VA)TOTAL (VA) CONNECTED LOAD TOTAL

SPARE 20 A 1 -- 41 0 VA 0 VA 42 -- 1 20 A SPARE

SPARE 20 A 1 -- 39 0 VA 0 VA 40 -- 1 20 A SPARE

SPARE 20 A 1 -- 37 0 VA 0 VA 38 -- 1 20 A SPARE

SPARE 20 A 1 -- 35 0 VA 0 VA 36 -- 1 20 A SPARE

SPARE 20 A 1 -- 33 0 VA 0 VA 34 -- 1 20 A SPARE

SPARE 20 A 1 -- 31 0 VA 0 VA 32 -- 1 20 A SPARE

POWER OPEN OFFICE 127 20 A 1 29 0 VA 30

POWER OPEN OFFICE 127 20 A 1 27 0 VA 28

RECEPTACLE Room 138, 127 20 A 1 12 25 900 VA 26

RECEPTACLE OFFICE 122 20 A 1 12 23 360 VA 24

RECEPTACLE OFFICE 123 20 A 1 12 21 360 VA 22

RECEPTACLE OFFICE 124 20 A 1 12 19 360 VA 1176 VA 20 12 1 20 A FAN COIL - COMM ROOM

RECEPTACLE OFFICE 125 20 A 1 12 17 360 VA 0 VA 18 1 20 A POWER OPEN OFFICE 127

RECEPTACLE OPEN OFFICE... 20 A 1 12 15 720 VA 0 VA 16 1 20 A POWER OPEN OFFICE 127

RECEPTACLE OPEN OFFICE... 20 A 1 12 13 540 VA 0 VA 14 1 20 A POWER OPEN OFFICE 127

RECEPTACLE OFFICE 110 20 A 1 12 11 540 VA 0 VA 12 1 20 A POWER OPEN OFFICE 127

RECEPTACLE OFFICE 109 20 A 1 12 9 540 VA 0 VA 10 1 20 A POWER OPEN OFFICE 127

RECEPTACLE OFFICE 108 20 A 1 12 7 540 VA 0 VA 8 1 20 A POWER OPEN OFFICE 127

RECEPTACLE OFFICE 107 20 A 1 12 5 540 VA 0 VA 6 1 20 A POWER OPEN OFFICE 127

RECEPTACLE OFFICE 106 20 A 1 12 3 540 VA 0 VA 4 1 20 A POWER

RECEPTACLE VICTIMS... 20 A 1 12 1 540 VA 0 VA 2 1 20 A POWER

ITEMITEMITEMITEM AMPSAMPSAMPSAMPS POLEPOLEPOLEPOLEWIREWIREWIREWIRESIZESIZESIZESIZE

CIR.CIR.CIR.CIR.NO.NO.NO.NO. AAAA BBBB CCCC AAAA BBBB CCCC

CIR.CIR.CIR.CIR.NO.NO.NO.NO.

WIREWIREWIREWIRESIZESIZESIZESIZE POLEPOLEPOLEPOLE AMPSAMPSAMPSAMPS ITEMITEMITEMITEM

BRANCH BREAKERSBRANCH BREAKERSBRANCH BREAKERSBRANCH BREAKERS

SPD

200% NEUTRAL

AMP:AMP:AMP:AMP: 225 A ISO GROUND

FED FROM:FED FROM:FED FROM:FED FROM: SUBFEED LUGS

MOUNTING:MOUNTING:MOUNTING:MOUNTING: SURFACE LOCATION:LOCATION:LOCATION:LOCATION: ELECT.-1 104-1 MAINS:MAINS:MAINS:MAINS: MLO

PANEL:PANEL:PANEL:PANEL: P2BP2BP2BP2B TYPE:TYPE:TYPE:TYPE: NQOD VOLTS:VOLTS:VOLTS:VOLTS: 120/208 Wye PHASE:PHASE:PHASE:PHASE: 3 WIRES:WIRES:WIRES:WIRES: 4

PANELBOARD SCHEDULEPANELBOARD SCHEDULEPANELBOARD SCHEDULEPANELBOARD SCHEDULE

AIC RATING AMPS RMS SYSM.

Legend: 0 A 0 A 0 A AMPS/PHASEAMPS/PHASEAMPS/PHASEAMPS/PHASE 0 VA

0 0 0 TOTAL (VA)TOTAL (VA)TOTAL (VA)TOTAL (VA) CONNECTED LOAD TOTAL

41 42

39 40

37 38

35 36

33 34

31 32

29 30

27 28

25 26

23 24

21 22

19 20

17 18

15 16

13 14

11 12

9 10

7 8

LIGHTING 20 A 1 5 0 VA 6

LIGHTING 20 A 1 3 0 VA 4

LIGHTING 20 A 1 1 0 VA 2

ITEMITEMITEMITEM AMPSAMPSAMPSAMPS POLEPOLEPOLEPOLEWIREWIREWIREWIRESIZESIZESIZESIZE

CIR.CIR.CIR.CIR.NO.NO.NO.NO. AAAA BBBB CCCC AAAA BBBB CCCC

CIR.CIR.CIR.CIR.NO.NO.NO.NO.

WIREWIREWIREWIRESIZESIZESIZESIZE POLEPOLEPOLEPOLE AMPSAMPSAMPSAMPS ITEMITEMITEMITEM

BRANCH BREAKERSBRANCH BREAKERSBRANCH BREAKERSBRANCH BREAKERS

SPD

200% NEUTRAL

AMP:AMP:AMP:AMP: 100 A ISO GROUND

FED FROM:FED FROM:FED FROM:FED FROM: SUBFEED LUGS

MOUNTING:MOUNTING:MOUNTING:MOUNTING: SURFACE LOCATION:LOCATION:LOCATION:LOCATION: ELECT.-1 104-1 MAINS:MAINS:MAINS:MAINS: MLO

PANEL:PANEL:PANEL:PANEL: L2AL2AL2AL2A TYPE:TYPE:TYPE:TYPE: NF VOLTS:VOLTS:VOLTS:VOLTS: 480/277 Wye PHASE:PHASE:PHASE:PHASE: 3 WIRES:WIRES:WIRES:WIRES: 4

PANELBOARD SCHEDULEPANELBOARD SCHEDULEPANELBOARD SCHEDULEPANELBOARD SCHEDULE

AIC RATING AMPS RMS SYSM.

Legend: 26 A 20 A 16 A AMPS/PHASEAMPS/PHASEAMPS/PHASEAMPS/PHASE 7302 VA

3060 2346 1896 TOTAL (VA)TOTAL (VA)TOTAL (VA)TOTAL (VA) CONNECTED LOAD TOTAL

SPARE 20 A 1 -- 41 0 VA 0 VA 42 -- 1 20 A SPARE

SPARE 20 A 1 -- 39 0 VA 0 VA 40 -- 1 20 A SPARE

SPARE 20 A 1 -- 37 0 VA 0 VA 38 -- 1 20 A SPARE

SPARE 20 A 1 -- 35 0 VA 0 VA 36 -- 1 20 A SPARE

SPARE 20 A 1 -- 33 0 VA 0 VA 34 -- 1 20 A SPARE

SPARE 20 A 1 -- 31 0 VA 0 VA 32 -- 1 20 A SPARE

29 1176 VA 30 -- -- -- --

27 1440 VA 28 -- -- -- --

25 1620 VA 26 10 3 30 A UPS

23 24

21 22

19 20

17 18

LIGHTING 20 A 1 15 6 VA 16

LIGHTING 20 A 1 13 0 VA 14

RECEPTACLE WAR ROOM 121 20 A 1 11 360 VA 12

RECEPTACLE WAR ROOM 121 20 A 1 9 540 VA 10

RECEPTACLE Room 119, 117,... 20 A 1 7 720 VA 8

RECEPTACLE Room 120, 116 20 A 1 5 360 VA 6

RECEPTACLE Room 114, B, 115 20 A 1 3 360 VA 4

RECEPTACLE Room 113, 112,... 20 A 1 1 720 VA 2

ITEMITEMITEMITEM AMPSAMPSAMPSAMPS POLEPOLEPOLEPOLEWIREWIREWIREWIRESIZESIZESIZESIZE

CIR.CIR.CIR.CIR.NO.NO.NO.NO. AAAA BBBB CCCC AAAA BBBB CCCC

CIR.CIR.CIR.CIR.NO.NO.NO.NO.

WIREWIREWIREWIRESIZESIZESIZESIZE POLEPOLEPOLEPOLE AMPSAMPSAMPSAMPS ITEMITEMITEMITEM

BRANCH BREAKERSBRANCH BREAKERSBRANCH BREAKERSBRANCH BREAKERS

SPD

200% NEUTRAL

AMP:AMP:AMP:AMP: 225 A ISO GROUND

FED FROM:FED FROM:FED FROM:FED FROM: SUBFEED LUGS

MOUNTING:MOUNTING:MOUNTING:MOUNTING: SURFACE LOCATION:LOCATION:LOCATION:LOCATION: ELECT.-1 104-1 MAINS:MAINS:MAINS:MAINS: MLO

PANEL:PANEL:PANEL:PANEL: EMCLEMCLEMCLEMCL TYPE:TYPE:TYPE:TYPE: NQOD VOLTS:VOLTS:VOLTS:VOLTS: 120/208 Wye PHASE:PHASE:PHASE:PHASE: 3 WIRES:WIRES:WIRES:WIRES: 4

PANELBOARD SCHEDULEPANELBOARD SCHEDULEPANELBOARD SCHEDULEPANELBOARD SCHEDULE

Legend:

TOTAL AMPS: 12 A

TOTAL CONN. LOAD: 4236 VA

10 LIGHTING 1 20 A 0 VA

9

8

7

6

5

4

3

2

1 UPS 3 30 A 4236 VA

CKT CIRCUIT DESCRIPTION # OF... AMPS LOAD REMARKS

Enclosure: SPD:

Mounting: Wires: 4 Mains Rating:

Supply From: EMCL Phases: 3 Mains Type:

Location: SERVER RM 140 Volts: 120/208 Wye A.I.C. Rating:

Switchboard:Switchboard:Switchboard:Switchboard: UPSUPSUPSUPS

SWITCHBOARD SCHEDULESWITCHBOARD SCHEDULESWITCHBOARD SCHEDULESWITCHBOARD SCHEDULE

AIC RATING AMPS RMS SYSM.

Legend: 14 A 12 A 10 A AMPS/PHASEAMPS/PHASEAMPS/PHASEAMPS/PHASE 4236 VA

1620 1440 1176 TOTAL (VA)TOTAL (VA)TOTAL (VA)TOTAL (VA) CONNECTED LOAD TOTAL

29 30

27 28

RECEPTACLE SECURE ROO... 20 A 1 25 180 VA 26

23 24

RECEPTACLE SECURE ROO... 20 A 1 21 360 VA 22

RECEPTACLE SECURE ROO... 20 A 1 19 360 VA 20

17 18

RECEPTACLE SECURE ROO... 20 A 1 15 360 VA 16

RECEPTACLE SECURE ROO... 20 A 1 13 360 VA 14

11 12

RECEPTACLE SECURE ROO... 20 A 1 9 360 VA 10

RECEPTACLE SECURE ROO... 20 A 1 7 360 VA 8

FAN COIL - SECURE ROOM 20 A 1 12 5 1176 VA 6

RECEPTACLE SERVER RM 140 20 A 1 3 360 VA 4

RECEPTACLE SERVER RM 140 20 A 1 1 360 VA 2

ITEMITEMITEMITEM AMPSAMPSAMPSAMPS POLEPOLEPOLEPOLEWIREWIREWIREWIRESIZESIZESIZESIZE

CIR.CIR.CIR.CIR.NO.NO.NO.NO. AAAA BBBB CCCC AAAA BBBB CCCC

CIR.CIR.CIR.CIR.NO.NO.NO.NO.

WIREWIREWIREWIRESIZESIZESIZESIZE POLEPOLEPOLEPOLE AMPSAMPSAMPSAMPS ITEMITEMITEMITEM

BRANCH BREAKERSBRANCH BREAKERSBRANCH BREAKERSBRANCH BREAKERS

SPD

200% NEUTRAL

AMP:AMP:AMP:AMP: 225 A ISO GROUND

FED FROM:FED FROM:FED FROM:FED FROM: UPS SUBFEED LUGS

MOUNTING:MOUNTING:MOUNTING:MOUNTING: SURFACE LOCATION:LOCATION:LOCATION:LOCATION: SERVER RM 140 MAINS:MAINS:MAINS:MAINS: MLO

PANEL:PANEL:PANEL:PANEL: UPSUPSUPSUPS TYPE:TYPE:TYPE:TYPE: NQOD VOLTS:VOLTS:VOLTS:VOLTS: 120/208 Wye PHASE:PHASE:PHASE:PHASE: 3 WIRES:WIRES:WIRES:WIRES: 4

PANELBOARD SCHEDULEPANELBOARD SCHEDULEPANELBOARD SCHEDULEPANELBOARD SCHEDULE

3 11/07/2

017

Addendum #3

3

Page 26: DFCM Addendum No. 3 · AD1-1 Bid Questions See attached for Bid Question Responses. These include any changes from questions on Addendum 2 & 3. AD1-2 Mechanical Mechanical Addendum

REF.

REF.

F.E.C.

F.E

.C.

F

F

G

G

H

H

I

I

J

J

K

K

L

L

M

M

N

N

O

O

P

P

1 1

2 2

3 3

4 4

5 5

OPEN

OFFICE

127

OFFICE

125

OFFICE

124

OFFICE

123

OFFICE

122

WAR

ROOM

121

SECURE

INTERVIEW

118

TOILET

120

FORENSIC

ROOM

119

SECURE

INTERVIEW

117

HOLDING

116

SECURE

CORRIDOR

115

EVIDENCE

STORAGE

114

STAIR B

B

EVIDENCE

TECH

OFFICE

113

EVIDENCE

PROCESSING

OFFICE

112

RECORDS

111OFFICE

110

OFFICE

109

OFFICE

108

OFFICE

107

OFFICE

106

VICTIMS

ADVOCATE

OFFICE

105

WAITING

101

ELECT.

104

STAIR A

A

SOFT

INTERVIEW

ROOM

103RECEPTION

102

OFFICE

131

OFFICE

130

SHARED

CONFERENCE

ROOM

133

HOTEL

STATIONS

126

OFFICE

128

OFFICE

129

CONFERENCE

ROOM

134

OFFICE

135

OFFICE

136

OFFICE

137

OPEN

OFFICE

138

OFFICE

147

OFFICE

146

OFFICE

145

OFFICE

144

OFFICE

143

CONTROL

ROOM

142

STORAGE

141

STAIR C

C

SERVER

RM

140

SECURE

ROOM

139

COMM RM

149

STORAGE

132

BREAK

ROOM

148W2

W3

W2

W3

W3

09.02

09.02

09.02

09.02

09.0209.02

09.0209.0209.02

09.02 09.02 09.02

09.02

09.0209.02

09.0209.0209.0209.0209.02

09.02

09.0209.0209.02

CONTRACT AREA

CONTRACT AREACONTRACT AREA

ph: (801) 533-2100

A R C H I T E C T S

S L C, Utah 84111577 South 200 East

jrcadesign.com

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AE122

SECOND LEVEL

FINISH PLAN

10/12/2017

DP

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BID DOCUMENTS

05/08/2017

SCALE 1/8" = 1'-0"AE122

1 SECOND LEVEL FINISH PLAN

GENERAL NOTES:

1. ALL EXISTING METAL CORE DOORS TO BE PAINTED W2 TO

MATCH HOLLOW METAL DOOR FRAMES.

2. ALL PAINT FINISHES TO BE SATIN. DOOR FRAMES AND HM

DOORS TO BE GLOSS FINISH.

3. ALL FINISH MATERIALS EITHER SPECIFIED OR IMPLIED, ARE TO

BE IN ACCORDANCE WITH ASTM E84 AS A CLASS A TYPE FINISH

MATERIAL.

4. FLOOR CARPET SHALL BE TESTED IN ACCORDANCE TO

MATIONAL FIRE PROTECTION ASSOCIATION STANDARD 253 AND

BE A CLASS 1 IN CORRIDORS. EXIT ENCLOSURES AND EXIT

PASSAGEWAYS AND CLASS II IN ALL ROOMS.

5. PATCH AND REPAIR ALL EXISTING WALLS TO REMAIN BEFORE

REPAINTING. LEVEL 5 FINISH REQUIRED. THIS INCLUDES ALL

PERIMETER WALLS AND COLUMNS.

6. ONE WALL IN EACH OFFICE WILL BE AN ACCENT COLOR. TBD BY

TENANTS.

7 ALL EXISTING WINDOW SILLS TO BE CLEANED AND PREPARED

OF ANY DAMAGE AS REQUIRED.

FLOOR FINISH

F1 CARPET TILE - SHAW CONTRACT, STYLE - LINAGE TILE

59106, COLOR - VERSATILE 05500, 24X24, QUARTER TURN

INSTALL

F2 RESILIENT FLOORING - FORBO, MARMOLEUM, CONCRETE,

3709 SILT

F3 SHEET VINYL - MANNINGTON, BIOSPEC MD, OTTER BROWN

15386, HEAT WELD, W/ INTEGRAL COVED BASE UP TO 4".

BASE FINISH

B1 CARPET BASE - SHAW CONTRACT, SHAW CONTRACT,

HIGHLIGHT 60735, LAVA 35549, 4" BOUND

B2 RUBBER BASE - ROPPE, BURNT UMBER 194, 4"

WALL FINISH

W1 FIELD PAINT - SHERWIN WILLIAMS, CITY LOFT SW7631

W2 ACCENT PAINT - SHERWIN WILLIAMS, ELEPHANT EAR

SW9168

W3 ACCENT PAINT - SHERWIN WILLIAMS, DUSTBLUE SW9161

W4 CERAMIC WALL TILE - DALTILE, MATTE ALMOND, X735, 4x4,

UP TO 48" A.F.F.

1. SEE FINISH PLAN FOR ACCENT PAINT LOCATIONS NOT

INDICATED ON SCHEDULE.

2. EXISTING FINISHES TO REMAIN.

ROOM FINISH SCHEDULE NOTES:

KEY NOTES:

ROOM FINISH SCHEDULE

ROOM NO. ROOM NAME FLOOR BASE

WALL

NOTESN E S W

127 OPEN OFFICE F1 B1 W1 W2 W1 W1

128 OFFICE F1 B1 W1 W1 W1 W1

129 OFFICE F1 B1 W1 W1 W1 W1

130 OFFICE F1 B1 W1 W1 W1 W1

131 OFFICE F1 B1 W1 W1 W1 W1

132 STORAGE F1 B1 W1 W1 W1 W1

133 SHARED CONFERENCE ROOM F1 B1 W2 W3 W1 W1

134 CONFERENCE ROOM F1 B1 W1 W3 W1 W1

135 OFFICE F1 B1 W1 W1 W1 W1

136 OFFICE F1 B1 W1 W1 W1 W1

137 OFFICE F1 B1 W1 W1 W1 W1

138 OPEN OFFICE F1 B1 W1 W1 W1 W1 1

139 SECURE ROOM F1 B1 W1 W1 W1 W1

140 SERVER RM F2 B2 W1 W1 W1 W1

141 STORAGE F1 B1 W1 W1 W1 W1

142 CONTROL ROOM F2 B2 W1 W1 W1 W1

143 OFFICE F1 B1 W1 W1 W1 W1

144 OFFICE F1 B1 W1 W1 W1 W1

145 OFFICE F1 B1 W1 W1 W1 W1

146 OFFICE F1 B1 W1 W1 W1 W1

147 OFFICE F1 B1 W1 W1 W1 W1

148 BREAK ROOM F2 B2 W1 W1 W1 W3

149 COMM RM F2 B2 W1 W1 W1 W1

A STAIR A -- -- -- -- -- -- 2

B STAIR B -- -- -- -- -- -- 2

C STAIR C -- -- -- -- -- -- 2

ROOM FINISH SCHEDULE

ROOM NO. ROOM NAME FLOOR BASE

WALL

NOTESN E S W

101 WAITING F1 B1 W1 W3 W1 W1

102 RECEPTION F1 B1 W2 W1 W1 W1

103 SOFT INTERVIEW ROOM F1 B1 W3 W1 W1 W1

104 ELECT. -- -- -- -- -- -- 2

105 VICTIMS ADVOCATE OFFICE F1 B1 W1 W1 W1 W1

106 OFFICE F1 B1 W1 W1 W1 W1

107 OFFICE F1 B1 W1 W1 W1 W1

108 OFFICE F1 B1 W1 W1 W1 W1

109 OFFICE F1 B1 W1 W1 W1 W1

110 OFFICE F1 B1 W1 W1 W1 W1

111 RECORDS F1 B1 W1 W1 W1 W1

112 EVIDENCE PROCESSING OFFICE F1 B1 W1 W1 W1 W1

113 EVIDENCE TECH OFFICE F1 B1 W1 W1 W1 W1

114 EVIDENCE STORAGE F2 B2 W1 W1 W1 W1

115 SECURE CORRIDOR F2 B2 W1 W1 W1 W1

116 HOLDING F2 B2 W1 W1 W1 W1

117 SECURE INTERVIEW F1 B1 W1 W1 W1 W1

118 SECURE INTERVIEW F1 B1 W1 W1 W1 W1

119 FORENSIC ROOM F1 B1 W1 W1 W1 W1

120 TOILET F3 B2 W1/W4 W1/W4 W1/W4 W1/W4

121 WAR ROOM F1 B1 W1 W1 W3 W1

122 OFFICE F1 B1 W1 W1 W1 W1

123 OFFICE F1 B1 W1 W1 W1 W1

124 OFFICE F1 B1 W1 W1 W1 W1

125 OFFICE F1 B1 W1 W1 W1 W1

126 HOTEL STATIONS F1 B1 W1 W1 W1 W3

NORTHPROJECT

16'8'0"

09.02 ACCENT WALL LOCATION. COLOR FROM SCHEDULE TBD

BY TENANTS.

1 10/12/2

017

Addendum One

3 11/06/2

017

Addendum Three

1

1

1

MILLWORK FINISH SCHEDULE

1 - HORIZONTAL

PLAM

NEVAMAR - WALL STREET ALLUSION, ALT005T

2 - VERTICAL PLAM PIONITE - CAVALCADE, AT650 SUEDE

3 - SOLID SURFACE WINDOW SILLS - WILSONART, EUROPA, 9210CM

3

Page 27: DFCM Addendum No. 3 · AD1-1 Bid Questions See attached for Bid Question Responses. These include any changes from questions on Addendum 2 & 3. AD1-2 Mechanical Mechanical Addendum

REF.

REF.

UP

UP

F.E.C.

F.E

.C.

H.C.ACCESSIBLE

ELECTRICAL SWITCH

FIRE CABINET

ELECTRICAL OUTLET

SIGNSCONTROLS

5'-0

"

18"

4'-0

"5'-0

"

GENERAL NOTES:

- ALL MEASUREMENTS ARE TO FINISH FLOOR - ALL ADA ACCESSIBLE FIXTURES TO COMPLY WITH ANSI A117 LATEST EDITION- ENCLOSURE CAN PROTRUDE A MAX. OF 19" AND CANNOT REDUCE THE MIN. REQUIRED CLEAR WIDTH OF ACCESSIBLE PATH.TOILET TISSUE

DISPENSER

SANITARY NAPKIN DISPOSAL

TOILETS

16"-18"

3'-0"

2'-0" 1'-0"

1'-6

"

3'-4"

1'-0" 3'-6"

8"

NOTE 2: 12" ABOVE GRAB BAR. 46" IF RECESSED

3'-0

"2'

-0"

2'-1

0"

3'-6" 3'-6" 2'-6"

1'-8

"1'

-7"

1'-9

"

5"

1'-8"3'-0"3'-0"

B1

AE411

5"

B2

AE411

B3

AE411

3'-0"

2'-1

0"

7'-2

"

5'-6"

EQ EQ

02.06

02.05

08.01

SCHEDULED BASE

3/4" PLASTICLAMINATE FRONT

FULL ROUND EDGE

POST-FORMED PLASTICLAMINATE COUNTERTOP& BACK SPLASH W/COVED SPLASH JOINT

PLASTIC LAMINATE DOOR

3/4" PLASTICLAMINATE DOOR

3/4" PLASTICLAMINATE BOTTOM

(2) 3/4" PLASTIC LAMINATEADJUSTABLE SHELVES

(1) 3/4" PLASTICLAMINATE ADJUSTABLESHELF

12"

TO

RIM

OF

SIN

K

34"

6"1

1/2"

4"

1"

3"

4"

24"

18"

SCHEDULED BASE

3/4" PLASTICLAMINATE FRONT

FULL ROUND EDGE

POST-FORMED PLASTICLAMINATE COUNTERTOP& BACK SPLASH W/COVED SPLASH JOINT

PLASTIC LAMINATE DOOR

3/4" PLASTICLAMINATE DOOR

3/4" PLASTICLAMINATE BOTTOM

(2) 3/4" PLASTIC LAMINATEADJUSTABLE SHELVES

(1) 3/4" PLASTICLAMINATE ADJUSTABLESHELF

12"

TO

RIM

OF

SIN

K

34"

6"1

1/2"

4"

1"

3"

4"

24"

SCHEDULED BASE

3/4" PLASTICLAMINATE FRONT

SINK & FAUCET;SEE PLUMBING DRAWINGS

FULL ROUND EDGE

3/4" PLASTICLAMINATE DOOR

POST-FORMED PLASTICLAMINATE COUNTERTOP& BACK SPLASH W/COVED SPLASH JOINT

3"

4"1

1/2"

6"

1"

24"

4"

TO

RIM

OF

SIN

K

34"

16'-0"

4'-0" 4'-0" 4'-0" 4'-0"

7'-2

"

02.05 02.0502.05

08.01

02.06

7'-2

"

8'-0"

02.05

02.06

4'-0" 4'-0"

08.01

4'-6"

7'-2

"

02.06

08.01

F

F

G

G

H

H

I

I

J

J

K

K

L

L

M

M

N

N

O

O

P

P

1 1

2 2

3 3

4 4

A3

AE411

SIACENTRANCE

COLLABORATIONAREA

LOCKERS

SECUREROOM

139

SERVERRM

140

OFFICE

137

OFFICE

136 OFFICE

135

CONFERENCEROOM

134

OFFICE

129

OFFICE

128

OFFICE

125

OFFICE

124

OFFICE

123

OFFICE

122 WARROOM

121

TOILET

120

SECUREINTERVIEW

118

SECUREINTERVIEW

117

FORENSICROOM

119

HOLDING

116

SECURECORRIDOR

115

EVIDENCESTORAGE

114STAIR B

B

EVIDENCETECH

OFFICE

113

EVIDENCEPROCESSING

OFFICE

112

RECORDS

111

OFFICE

110

OFFICE

109

OFFICE

108

OFFICE

107

OFFICE

106

VICTIMSADVOCATE

OFFICE

105

WAITING

101

HOTELSTATIONS

126

RECEPTION

102

OFFICE

131

OFFICE

130SHAREDCONFERENCE

ROOM

133

SOFTINTERVIEW

ROOM

103

STORAGE

132

BREAKROOM

148

OFFICE

147

OFFICE

146

OFFICE

145

OFFICE

144

OFFICE

143

CONTROLROOM

142

STORAGE

141

STAIR C

C

STAIR A

A

ELECT.

104

OPENOFFICE

127

OPENOFFICE

138

TYP COMM RM

149

02.01

AE511

C5

5'-6" 5'-6" 5'-6" 5'-6" 5'-6"

5'-6" 8'-0"

8'-0"

16'-0

"

8'-0"

8'-0"

2'-0

"

5'-6" 5'-6" 5'-6" 5'-6"

5'-6"5'-6"5'-6"5'-6"5'-6"5'-6"5'-6"

4'-6

"4'

-6"

2'-0

"

1'-4"

2'-0"

A5

AE

411

TYP

A4

AE411

B5

AE

411

TYP

TYP

ph: (801) 533-2100

A R C H I T E C T S

S L C, Utah 84111577 South 200 East

jrcadesign.com

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AE411

INTERIORELEVATIONS

10/12/2017

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BID DOCUMENTS

05/08/2017

1. APPLIANCES PROVIDED BY OWNER.

SCALE 1/4" = 1'-0"AE411

D1 STANDARD MOUNTING HEIGHTS

GENERAL NOTES:

02.01 EXISTING LOCKERS FROM CURRENT TENANTSPACE TO BE RELOCATED & INSTALLED IN NEWLOCATION. COORDINATE WITH OWNER.

02.05 BUTT JOINT 5/8" GLAZED WINDOW IN HM FRAME,WITH 1/16" BLACK CAULK SEAMS.

02.06 ALUMINUM HORIZONTAL LOUVER BLINDS - 1".COLOR TBD BY ARCHITECT. LOCATED ON ALLINTERIOR DOOR SIDELITE WINDOWS.

08.01 TEMPERED GLASS REQUIRED AT ALL SIDELITES.

KEY NOTES:

SCALE 3/8" = 1'-0"AE411

A1 BREAK RM WEST ELEVATIONSCALE 3/8" = 1'-0"AE411

A2 BREAK RM NORTH ELEVATIONSCALE 3/8" = 1'-0"AE411

A3 5'-6" SIDELITE ELEVATION TYP.

SCALE 1" = 1'-0"AE411

B1 CABINET SECTIONSCALE 1" = 1'-0"AE411

B2 CABINET SECTIONSCALE 1" = 1'-0"AE411

B3 CABINET SECTION

MILLWORK FINISH SCHEDULE

1 - HORIZONTALPLAM

NEVAMAR - WALL STREET ALLUSION, ALT005T

2 - VERTICAL PLAM PIONITE - CAVALCADE, AT650 SUEDE

3 - SOLID SURFACE WINDOW SILLS - WILSONART, EUROPA, 9210CM

SCALE 3/8" = 1'-0"AE411

A5 CONFERENCE RM SIDELITE ELEVATIONSCALE 3/8" = 1'-0"AE411

A4 8'-0" SIDELITE ELEVATION TYP.

SCALE 3/8" = 1'-0"AE411

B5 4'-6" SIDELITE ELEVATION TYP.

SCALE 3/32" = 1'-0"AE411

C5 SECOND LEVEL SIDELITE DIM PLAN

1 10/12/2017

Addendum One

3 11/06/2017

Addendum Three

1

3

Page 28: DFCM Addendum No. 3 · AD1-1 Bid Questions See attached for Bid Question Responses. These include any changes from questions on Addendum 2 & 3. AD1-2 Mechanical Mechanical Addendum

ALUMINUM

FRAME FINISH

DOOR & FRAME FINISH LEGEND

AL

PAINTED H.M.PT

DOOR FINISH

WOOD - OSHKOSH SWAL GINGER OR EQUIV. WD

PAINTED H.M.PT

ALUMINUM FRAME W/ GLASS STOREFRONTGLASS

HARDWARE SCHEDULE

PASSAGE SETB

LOCKSETS - OFFICES / MINIMAL SECUREA

PASSAGE SET W/ DEADBOLTC

LOCKSETS W/ CARD READERD

REFER TO SPECIFICATION FOR DOOR HARDWARD DETAILS.

GLASSWD

H

W

H

W

6" 6"

6"

1'-0

"

GLAZINGAS SCHEDULED

EXIT DEVICE WHERE OCCURES

H2"

2" W 2"

H

2" W

2"

1'-6" 2"

2"

4"

3'-0

"

2"

1'-10" 3'-0" 3'-0" 3'-0"

16'-0"

2"

H2"

2" 4'-4" 2" W 2"

H2"

2" W 2"

2"

6'-1

0"

2"2"

6'-1

0"

2"

7'-10" 2"

2'-5" 3'-0"

H2"

2" W 2" 2'-8" 2'-8" 2"

5'-6"

F3 F4 F5 F6F1 F2

2'-5"

EQ. EQ.

3'-0" 1'-10"

DOOR AND FRAME SCHEDULE

DOOR

DOOR

Hardware

FRAME

ASSEMBLY

FIRE RATING NOTES

SIZE

MATL FINISH GLAZING TYPE MATL FINISHWIDTH HEIGHT

101A 3'-0" 7'-0" GLASS GLASS TEMPERED D F2 AL AL 4

102A 3'-0" 7'-0" WD WD -- D F1 HM PT

103A 3'-0" 7'-0" WD WD -- B F1 HM PT

104A 3'-0" 7'-0" WD WD -- A -- HM PT 1

105A 3'-0" 7'-0" WD WD -- A F5 HM PT 1

106A 3'-0" 7'-0" WD WD -- A F5 HM PT

107A 3'-0" 7'-0" WD WD -- A F5 HM PT

108A 3'-0" 7'-0" WD WD -- A F5 HM PT

109A 3'-0" 7'-0" WD WD -- A F5 HM PT

110A 3'-0" 7'-0" WD WD -- A F5 HM PT

111A 3'-0" 7'-0" WD WD -- B F5 HM PT

112A 3'-0" 7'-0" WD WD -- A F1 HM PT

113A 3'-0" 7'-0" WD WD -- A F1 HM PT

114A 3'-0" 7'-0" WD WD -- D F1 HM PT

115A 3'-0" 7'-0" GLASS GLASS TEMPERED D F2 AL AL 3, 4

116A 3'-0" 7'-0" WD WD -- D F1 HM PT

117A 3'-0" 7'-0" WD WD -- C F1 HM PT

118A 3'-0" 7'-0" WD WD -- C F1 HM PT

119A 3'-0" 7'-0" WD WD -- A F1 HM PT

120A 3'-0" 7'-0" WD WD -- B F1 HM PT

121A 3'-0" 7'-0" WD WD -- B F1 HM PT

121B 3'-0" 7'-0" WD WD -- D F1 HM PT

122A 3'-0" 7'-0" WD WD -- A F5 HM PT

123A 3'-0" 7'-0" WD WD -- A F5 HM PT

124A 3'-0" 7'-0" WD WD -- A F5 HM PT

125A 3'-0" 7'-0" WD WD -- A F5 HM PT

128A 3'-0" 7'-0" WD WD -- A F4 HM PT

129A 3'-0" 7'-0" WD WD -- A F3 HM PT

130A 3'-0" 7'-0" WD WD -- A F3 HM PT

131A 3'-0" 7'-0" WD WD -- A F3 HM PT

132A 3'-0" 7'-0" WD WD -- B F1 HM PT

133A 3'-0" 7'-0" WD WD -- B F1 HM PT

133B 3'-0" 7'-0" WD WD -- B F1 HM PT

134A 3'-0" 7'-0" WD WD -- B F4 HM PT

135A 3'-0" 7'-0" WD WD -- A F4 HM PT

136A 3'-0" 7'-0" WD WD -- A F4 HM PT

137A 3'-0" 7'-0" WD WD -- A F5 HM PT

138A 3'-0" 7'-0" GLASS GLASS TEMPERED D F2 AL AL 3, 4

139A 3'-0" 7'-0" -- -- -- -- -- -- -- 2

140A 3'-0" 7'-0" WD WD -- B F1 HM PT

141A 3'-0" 7'-0" WD WD -- A F1 HM PT

142A 3'-0" 7'-0" WD WD -- A F1 HM PT

143A 3'-0" 7'-0" WD WD -- A F1 HM PT

144A 3'-0" 7'-0" WD WD -- A F5 HM PT

145A 3'-0" 7'-0" WD WD -- A F5 HM PT

146A 3'-0" 7'-0" WD WD -- A F5 HM PT

147A 3'-0" 7'-0" WD WD -- A F5 HM PT

148A 3'-0" 7'-0" WD WD -- B F1 HM PT

149A 3'-0" 7'-0" WD WD -- A F1 HM PT

BA 3'-0" 7'-0" -- PT -- D -- -- PT 1

CA 3'-0" 7'-0" -- PT -- D -- -- PT 1

ph: (801) 533-2100

A R C H I T E C T S

S L C, Utah 84111577 South 200 East

jrcadesign.com

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AE601

DOOR & FRAME

TYPES /

SCHEDULES

10/12/2017

DP

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BID DOCUMENTS

05/08/2017

1. EXISTING HM DOOR FRAME TO REMAIN AND BE PAINTED

W2.

2. THIS DOOR WILL BE PROVIDED AND INSTALLED BY OWNER.

N.I.C.

3. DOOR WILL HAVE APPROPRIATE PANIC HARDWARE

INSTALLED.

4. STOREFRONT DOOR AND FRAME.

DOOR SCHEDULE NOTES:

GENERAL NOTES:

SCALE 3/8" = 1'-0"

DOOR TYPES

SCALE 3/8" = 1'-0"

FRAME TYPES

1 10/12/2

017

Addendum One

3 11/06/2

017

Addendum Three

3 3

1