to: prospective bidders september 18, 2019 from: lord aeck … · 2019-09-19 · 1450 raleigh road,...

1450 Raleigh Road, Suite 109

Chapel Hill, NC 27517

877-929-1400

lordaecksargent.com

TO: Prospective Bidders

FROM: Lord Aeck Sargent, A Katerra Company

1450 Raleigh Road Suite 109 Chapel Hill, NC 27517

September 18, 2019

Project: Clemson University Hendrix Student Center Room 101 Renovations Phase 1 (CUP-4002614 / H12-D314-SG)

Re: ADDENDUM #2

This addendum forms a part of the Contract Documents and modifies the original Bidding Documents dated August 19, 2019 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 pages and the attachments listed below, all dated September 18, 2019 unless otherwise noted. In modified specifications, new text is indicated by underlining and deleted text is stricken through. In modified drawings, the revisions are bubbled and tagged with a revision tag.

The following are requests for interpretations and clarifications:

QUESTIONS AND CLARIFICATIONS:

1. Question: Do all alternate carpets HAVE to be custom or can they be priced in the collections/styles listed on

page 096800-2?”

a. Design Response: Bid the specifications as written.

2. There are two existing floor boxes in what will be the new meeting room 101B. The new electrical drawings

indicated two new floor boxes at a slightly different layout to get them under the meeting table. Can we

confirm these are to be new floor boxes or of they are existing to remain similar to those at column 17/F?

a. Design Response: Refer to the revised electrical drawings (ED101 and E101) for scope of work

associated with the two existing floor boxes in what will be in the new meeting room 101B.

3. Clemson has contracted with Bunnell-Lammons Engineering, Inc. (BLE) for Chapter 1 and Chapter 17

inspections. SE-962 Statement of Special Inspections is being issued with this addendum. The contracted

inspections by BLE for Chapter 1 and Chapter 17 are as follows:

Addendum 02

September 18, 2019

a. Chapter 1 Inspections

i. Rough-in electrical, mechanical and building inspections

ii. Pressure testing of mechanical lines

iii. Mechanical piping and support inspections

iv. Ductwork inspections

v. Building framing inspections including lathe and gypsum board

vi. Fire resistant wall penetrations and fire rated assemblies

vii. Above ceiling mechanical, electrical, and building inspections

viii. Final mechanical, electrical, and building inspections

b. Chapter 17 Inspections

i. Review concrete batch tickets and verify compliance with approved mix design and that

water added on site do not exceed that allowed by mix design.

ii. Obtain samples and perform tests on plastic concrete in the field including slump, air

content, and temperature.

iii. Make 6" x 12" concrete cylinder specimens for compressive strength testing.

iv. Cure, test, review, and report concrete cylinder compressive strength test results.

v. Inspection of reinforcing steel for size, spacing, orientation, clearance and supports.

vi. Continuous inspection during concrete placement and verify concrete is properly

consolidated and not segregated.

vii. Inspection of new spray fire resistant materials – check for thickness and density

CHANGES TO THE DRAWINGS:

1. AD101 – General Note N was revised to clarify scope of spray-applied fireproofing demolition. Additional

signage is scheduled to be remove and salvaged per note on photograph.

2. A100 – Floor box quantities and locations were revised to reflect updated information from the furniture

vendor. Contractor is still to verify final core and trenching locations with the Architect prior to demolition of

the slab.

3. A101 –The sheet is being reissued such that the floor boxes quantities and locations match those on A100.

The remaining content of this drawing has not changed.

4. A501 – The lintel elevation is to be revised to 7’-4” on A1/A501.

5. ED101 – Additional notation was added to clarify the location of existing to remain floor boxes.

Addendum 02

September 18, 2019

6. E101 - Floor box quantities and locations were revised to reflect updated information from the furniture

vendor. Contractor is still to verify final core and trenching locations with the Architect prior to demolition of

the slab.

SUPPLEMENTAL DRAWINGS:

1. None.

CHANGES TO THE SPECIFICATIONS:

1. 01 2300 Alternates – The Base Bid scope was revised to clarify coordination responsibilities by the

Contractor with the OFOI flooring and wall base materials. The specification is being reissued as part of this

addendum.

2. 09 5100 Suspended Acoustical Ceilings - Fifth Wall Design manufacturer is added to the list of acceptable

manufacturer for 09 5100.WC1. The specification is being reissued as part of this addendum.

SUPPLEMENTAL SPECIFICATIONS:

1. SE-962 Statement of Special Inspections is being issued with this addendum.

Addendum 02

September 18, 2019

ATTACHMENTS:

Document No. Title Date

BIDDING REQUIREMENTS AND CONTRACT FORMS:

1. None.

SPECIFICATIONS:

1. SE-962 Statement of Special Inspections September 6, 2019

2. 01 2300 Alternates September 18, 2019

3. 09 5100 Suspended Acoustical Ceilings September 18, 2019

DRAWINGS:

1. AD101 Demolition Floor Plan September 18, 2019

2. A100 Architectural Slab Plan September 18, 2019

3. A101 Floor Plan September 18, 2019

4. A501 Plan and Section Details September 18, 2019

5. ED101 Electrical Demolition Plan September 18, 2019

6. E101 Electrical Power Plan September 18, 2019

ADDITIONAL ATTACHMENTS:

1. None.

END OF ADDENDUM NUMBER 2

Copy: Roger Wiggins, Clemson

Keith Jones, Clemson Josh Andrews, LAS Grant Stout, LAS Greg Hudson, RMF

File: R:\PROJECTS\10900-00\BIDDING\Addenda\ADD002\Addendum-002 Summary.docx

2018 Edition

Page 1 of 3 SE-962

SE-962 STATEMENT OF SPECIAL INSPECTIONS RESPONSIBILITIES (For Chapter 17 Inspections Only)

AGENCY: Clemson University PROJECT NAME: Hendrix Student Center Room 101 Renovations - Phase 1 PROJECT NUMBER: CUP-4002614 BUILDING/CONSTRUCTION PERMIT APPROVAL DATE:

INSPECTION FIRM: Bunnell-Lammons Engineering, Inc. ADDRESS: Street/PO Box: 6004 Ponders Court City: Greenville State: SC ZIP: 29615- CONTACT PERSON: Bryan Howard EMAIL: [email protected] TELEPHONE: 864-288-1265 ARCHITECT-ENGINEER (A/E): Lord, Aeck & Sargent, Inc. CONTRACTOR: A. AGENCY

In accordance to Section 1704 of the 2015 International Building Code (IBC), an independent testing/inspection firm is to perform required special inspections. The above named Inspection Firm has been retained to perform the duties of special inspection.

B. A/E RESPONSIBILITY

1. The registered design professional in responsible charge has included special inspection requirements and specifications on the plans and prepared the Statement of Special Inspections in accordance with IBC section 1704.3.

2. The registered design professional in responsible charge shall review the special inspection reports and provide corrective action for work that may not conform to the approved plans.

C. CONTRACTOR'S RESPONSIBILITIES

1. Assuring Subcontractor Compliance a. The Contractor is responsible to advise his subcontractors of the inspection and testing requirements affecting

their work and assuring conformance with all notice requirements necessary to assure timely performance of required inspections and tests.

b. The Contractor shall maintain on the job site, a copy of the Statement of Special Inspections signed by each subcontractor and/or supplier whose work requires inspection and/or testing pursuant to said Statement. Such signature shall constitute acknowledgement that they have read and agree to the inspection and testing requirements of the Statement of Special Inspections.

2. Notify the Inspection Firm The Contractor is responsible for notifying the inspection firm at least 24 hours before the required inspections.

3. Written Statement of Responsibility Contractor shall complete this form to satisfy IBC 1704.4, Contractor responsibility for construction of designated main-wind or seismic force resisting system.

4. Provide Access to Office of State Engineer Approved Plans The approved plans shall be readily accessible at the job site.

2018 Edition

Page 2 of 3 SE-962

5. Provide Access to Work The Contractor shall provide reasonable access to all work requiring special inspection.

6. Retaining Special Inspection Reports at the Job Site The Contractor is also responsible for retaining at the job site all special inspection records submitted by the special inspector, and providing these records for review by the Agency, Architect-Engineer, and/or OSE upon request.

7. Notify Agency of Special Inspections prior to scheduled inspection time. D. SPECIAL INSPECTOR RESPONSIBILITIES

1. Responding to Request for Inspection(s) a. The inspection firm shall respond to a request to schedule an inspection/test and schedule the inspection(s)/test(s)

no later than two (2) business days after receiving the request. b. The inspection firm shall immediately notify the building official and Agency by email if the construction

Contractor is failing to request required inspections

2. Observe the work a. The inspector(s) shall observe the work for compliance with the OSE approved plans, specifications, and

applicable provisions of the IBC. The A/E’s reviewed shop drawings, and/or placement drawings, may be used only as an aid to inspections.

b. The inspection firm shall maintain the Project Inspection/Material Testing Log (SE-965), at the jobsite c. For each inspection trip, the inspection firm’s inspectors and testing technicians shall document on the SE-965 the

following information before leaving the site: 1) the date of the inspection(s), 2) the time they arrived, 3) their name and ICC certification number, 4) the type and location of inspection(s) and/or test(s) to be performed, 5) that they gave a written report to the construction contractor prior to leaving the site, and 6) the time they left the site.

3. Report non-conforming items a. The inspector shall bring non-conforming items to the immediate attention of the General Contractor while on

site. b. The inspector shall notify the Agency and A/E within 24 hours of any re-inspection requirements, and shall

document the date of the deficiency, the name of the inspector that discovered the deficiency and any action taken to correct each deficiency on the Project Inspection/Material Testing Deficiency Log (SE-966), at the jobsite.

c. The inspection firm shall forward a copy of the SE-965 and SE-966 to OSE monthly.

4. Furnish reports a. For each inspection trip, the inspector shall make a written report and provide a copy of the report to the

construction contractor’s project superintendent before to leaving the site. The copy provided to the construction contractor shall not be via a link to a website unless the Contractor agrees to such delivery in writing.

b. The inspection firm shall provide the OSE, Agency and A/E a copy of the report within two business days after the inspection. The means of delivery of the report to the Agency and A/E is subject to the approval of the Agency. OSE will accept delivery via an attachment to email. OSE will not accept delivery via a link to a website.

c. Each written report shall include the results of the inspection, a summary of any communication with the construction Contractor, and supporting photographs

5. Stop Work The inspector does not have the authority to issue a Stop Work Order unless a hazardous situation presents an immediate threat to the health, safety, or welfare of people on or about the project site.

2018 Edition

Page 3 of 3 SE-962

E. OFFICE OF STATE ENGINEER (OSE) 1. Review special inspections

OSE will review project inspection reports and all Project Inspection/Material Testing Logs and Deficiency Logs.

2. Issue Certificate of Occupancy OSE will only issue a Certificate of Occupancy after all special inspection reports have been submitted and all deficiencies have been resolved.

ACKNOWLEDGMENTS The undersigned read and understand our responsibilities regarding special inspections.

AGENCY: DATE: (Signature of Representative)

PRINT NAME:

CONTRACTOR: DATE: (Signature of Representative)

PRINT NAME:

INSPECTION FIRM: DATE: 9/6/2019 (Signature of Representative)

PRINT NAME: W. Bryan Howard

A/E: DATE: (Signature of Representative)

PRINT NAME:

Clemson University 01 2300-1

Hendrix Student Center Room 101 Renovations ALTERNATES

Phase 1 (CUP-4002614 / H12-D314-SG)

ADD-02 10900-01 September 18, 2019

SECTION 01 2300 - ALTERNATES

PART 1 GENERAL

1.01 ACCEPTANCE OF ALTERNATIVES

A. Alternatives quoted on Bid Forms will be reviewed and accepted or rejected at Owner's option.

Accepted alternatives will be identified in the Owner-Contractor Agreement.

B. Coordinate related work and modify surrounding work to integrate the Work of each

alternative.

1.02 SCHEDULE OF ALTERNATIVES

A. Alternative No. 1 - Team Rooms:

1. Base Bid: Provide soffit and blocking for glazing system with Rooms 101C, 101D, 101E,

101F, 101G as shown in detail G1 on sheet A501.

2. Alternative Item: In addition to base bid scope, provide glazing system and associated

doors for Rooms 101C, 101D, 101E, 101F, 101G as shown in detail H10 on sheet A101

and in details G1 and D5 on sheet A501. Provide glazed interior wall and door assemblies

and associated door hardware per specification 10 2310 Glazed Interior Wall and Door

Assemblies.

B. Alternative No. 2 - Meeting and Large Team Rooms

1. Base Bid: Provide soffit and blocking for glazing system for Rooms 101A, and 101B as

shown in detail D1 on sheet A501.

2. Alternative Item: In addition to base bid scope, provide glazing system and associated

doors for Rooms 101A and 101B as shown in detail A10 on sheet A101 and in details D1

on sheet A501. Provide glazed interior wall and door assemblies and associated door

hardware per specification 10 2310 Glazed Interior Wall and Door Assemblies.

C. Alternative No. 3 - Floor Preparation, Flooring Finishes and Resilient Base

1. Base Bid: Provide demolition of existing floor finishes per drawing AD101. The Owner

will self-perform (or contract with others to do work) preparation of floors per

Specification 09 0561. The Owner (or Owner’s Vendor) is to also furnish and install

resilient flooring, carpet, resilient base, and flooring transitions. The Contractor will be

required to coordinate construction schedule and operations with Owner to make site

ready and available for Owner (or Owner’s Vendor).

2. Alternative Item: In addition to base bid scope, provide floor prep per specification 09

0561 Preparation of Concrete to Receive Adhesively Installed Flooring; Provide resilient

transitions per specification 09 6010 Flooring Transitions; Provide resilient flooring and

base per specification 09 6500 Resilient Flooring; Provide carpet per specification 09

6800 Carpet. Refer to finish plan and schedule on drawing A701 for location of floor and

base finishes.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

END OF SECTION 01 2300


Hendrix Student Center Room 101 Renovations ALTERNATES

Phase 1 (CUP-4002614 / H12-D314-SG)

ADD-02 10900-01 September 18, 2019


Hendrix Student Center Room 101 Renovations SUSPENDED ACOUSTICAL CEILINGS

Phase 1 (CUP-4002614 / H12-D314-SG)

ADD-002 10900-01 September 18, 2019

SECTION 09 5100 - SUSPENDED ACOUSTICAL CEILINGS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Suspended metal grid ceiling system.

B. Acoustical units.

C. Wood Slat Ceiling

D. Accessories.

1.02 REFERENCES

A. ASTM C636/C636M - Standard Practice for Installation of Metal Ceiling Suspension Systems

for Acoustical Tile and Lay-In Panels; 2013.

B. ASTM E1264 - Standard Classification for Acoustical Ceiling Products; 2014.

C. ASTM E580 Standard Practice for Installation of Ceiling Suspension Systems for Acoustical

Tile and Lay-in Panels in Areas Subject to Earthquake Ground Motions; 2017.

1.03 SUBMITTALS

A. Product Data: Provide data on suspension system components and acoustical units.

B. Design Data at Wood Slat Ceiling:

1. Submit data substantiating gage and spacing of suspension system and support channels

and hanger requirements.

2. Submit data substantiating any bracing requirements.

3. Submittal of manufacturer's standard published load tables, marked to show products

selected to comply with design requirements and project conditions, will be acceptable.

Where manufacturer's standard published load tables are not adequate to demonstrate

compliance with design requirements and project conditions, submit design data bearing

the seal of a professional engineer licensed in South Carolina.

C. Samples: Submit three samples, minimum 6 inches by 6 inches, illustrating material and finish

of acoustical units.

D. Samples: Submit three samples each, 9 inches long, of suspension system main runner and

perimeter molding.

E. Shop Drawings: Indicate grid layout and related dimensioning, junctions with other ceiling

finishes, and mechanical and electrical items installed in the ceiling.

1.04 PROJECT CONDITIONS

A. Sequence work to ensure acoustical ceilings are not installed until building is enclosed,

sufficient heat is provided, dust generating activities have terminated, and overhead work is

completed, tested, and approved.

B. Install acoustical units after interior wet work is dry.

C. Install wood slat material must be stored and installed only in secured ambient environment

(humidity min. 25% - max. 55%, temperature not to exceed 86 degrees).

1.05 EXTRA MATERIALS

A. Provide 5 percent of total acoustical unit area of each type of acoustical unit for Owner's use in

maintenance of project.



Phase 1 (CUP-4002614 / H12-D314-SG)

ADD-002 10900-01 September 18, 2019

PART 2 PRODUCTS

2.01 ACOUSTICAL UNITS

A. Manufacturers; General:

1. Armstrong World Industries, Inc: www.armstrong.com.

2. CertainTeed: www.certainteed.com.

3. USG: www.usg.com.

B. Acoustical Units (09 5100.AC1):

1. Acoustical Panel: Plastic or vinyl-faced mineral fiber, ASTM E1264, Type IV, Class A,

with the following characteristics determined:

a. Size: 24 x 24 inches.

b. Thickness: 3/4 inch.

c. Composition: Water felted.

d. Light Reflectance: Not less than 0.89.

e. Noise Reduction Coefficient (NRC): Not less than 0.75.

f. Ceiling Attenuation Class (CAC): Not less than 35.

g. Acoustical Panel Color: White

h. Grid Color: White

2. Products:

a. Armstrong:

1) Acoustical Panel: Ultima 1910, square edge.

2) Suspension System: Prelude XL 15/16 Heavy Duty.

b. CertainTeed:

1) Acoustical Panel: Symphony m 1222-75-1, trim edge.

2) Suspension System: Classic Stab System 15/16 Heavy Duty.

c. USG:

1) Acoustical Panel: Mars Climaplus 86185, square edge.

2) Suspension System: Donn DX/DXL 15/16 Heavy Duty.

2.02 WOOD SLAT CEILING

A. Color selections listed are based on grouped specification sections Basis of Design. If another

acceptable manufacturer within the listing is awarded this could prompt color selections being

required to be reviewed and reselected within the same style, line, and series of listed

manufacturer product.

B. Quality Standard: Premium Grade, in accordance AWI/AWMAC/WI (AWS) or AWMAC/WI

(NAAWS), unless noted otherwise.

C. Basis of Design:

1. Architectural Components Group, Inc. (ACGI), 417-869-6777, www.acgiwood.com

a. Product: Baffle System Series 1, solid wood slats

b. Wood: White Oak with finish to match architect's control sample

1) Wood shall be kiln dried to 10%. Cracking, checking and warpage of members

will not be acceptable.

c. Finished product must be Class A or better per ASTM E84 or UL723.

d. Suspension System: Slats are factory assembled with black notched backers at 12” on

center without dowels and suspended by HD t-grid with main runners on 2'-0" centers

and cross T's every 4'-0".

e. Representative Contact: Carey B. McMahan; [email protected]

(919) 201.1196



Phase 1 (CUP-4002614 / H12-D314-SG)

ADD-002 10900-01 September 18, 2019

D. Other Acceptable Manufacturers at Contractors discretion:

1. 5th Wall Designs, LLC (Grille Wood Ceilings Systems), 877-584-9255,

www.fifthwalldesigns.com

2. Wood Slat Units (09 5100.WC1):

a. Basis of Design: Milled Product in local fabrication shop.

1) Product:

(a) Species: White Oak

(b) Cut: Quarter Sliced.

2) Construction:

(a) Solid Wood Slats

(b) Thickness: 3/4"

(c) Size:

(1) Solid wood lengths shall not be longer then 5'-0".

(d) Stain: Custom to match architectural control sample.

(e) All joints to be mitered, splined and eased.

(f) Sanded, finish grade

(g) Panelize slats into demountable panel units with supporting structure, not

larger than 5’ x 5’; locate gaps between slats where indicated on drawings.

(h) Finished product must be Class C or better per ASTM E84 or UL723.

(i) Suspension System:

(1) Provide black notched backers to slats at 12” on center without dowels

and suspended by channel strut and threaded rod connections to

structure sufficient to support panel weight. Channel and threads to

be painted black.

2.03 ACCESSORIES

A. Support Channels and Hangers: Galvanized steel; size and type to suit application, seismic

requirements, and ceiling system flatness requirement specified.

B. Clips: Provide clips and accessories to meet Seismic Design Category C installation.

C. Perimeter Moldings: Same material and finish as grid.

1. At Exposed Grid: Provide L-shaped molding (7/8" minimum) for mounting at same

elevation as face of grid.

2. At Columns: Axiom Column Ring Shadow Curved Molding 1"x3/4"x3/4, unless noted

otherwise.

D. Touch-up Paint: Type and color to match acoustical and grid units.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify existing conditions before starting work.

B. Verify that layout of hangers will not interfere with other work.

3.02 INSTALLATION - SUSPENSION SYSTEM

A. Install suspension system in accordance with ASTM C636/C636M and as supplemented in this

section.

B. Install suspension system in accordance with ASTM E580 Seismic Design Category C.

C. Rigidly secure system, including integral mechanical and electrical components, for maximum

deflection of 1:240.

D. Locate system on room axis according to reflected plan.



Phase 1 (CUP-4002614 / H12-D314-SG)

ADD-002 10900-01 September 18, 2019

E. Install after major above-ceiling work is complete. Coordinate the location of hangers with

other work.

F. Hang suspension system independent of walls, columns, ducts, pipes and conduit. Where

carrying members are spliced, avoid visible displacement of face plane of adjacent members.

G. Suspension system must not be attached to the wall molding. Provide minimum 3/8" clearance

on all sides. Minimum 3/8" overlap of the suspension system on the wall molding.

H. Where ducts or other equipment prevent the regular spacing of hangers, reinforce the nearest

affected hangers and related carrying channels to span the extra distance.

I. Do not support components on main runners or cross runners if weight causes total dead load to

exceed deflection capability.

J. Ends of main beams and cross tees must be tied together to prevent their spreading.

K. Support fixture loads using supplementary hangers located within 6 inches of each corner, or

support components independently.

L. Do not eccentrically load system or induce rotation of runners in excess of 2 degrees.

M. Perimeter Molding: Install at intersection of ceiling and vertical surfaces and at junctions with

other interruptions.

1. Use longest practical lengths.

2. Miter corners.

N. Slat Ceiling: Coordinate support structure member locations with lighting fixtures to avoid

conflicts when demounting panels. Ceiling panels are to be demountable without removal of

light fixtures.

O. Slat Ceiling: Coordinate hanger locations with ductwork and other trade materials located

above the slat area.

3.03 INSTALLATION - ACOUSTICAL UNITS

A. Install acoustical units in accordance with manufacturer's instructions.

B. Fit acoustical units in place, free from damaged edges or other defects detrimental to

appearance and function.

C. Lay directional patterned units with pattern parallel to shortest room axis, unless noted

otherwise in drawings.

D. Fit border trim neatly against abutting surfaces.

E. Install units after above-ceiling work is complete.

F. Install acoustical units level, in uniform plane, and free from twist, warp, and dents.

G. Cutting Acoustical Units:

1. Cut to fit irregular grid and perimeter edge trim.

2. Make field cut edges of same profile as factory edges.

3. Double cut and field paint exposed reveal edges with manufacturer's recommended paint.

H. Where round obstructions occur, provide preformed closures to match perimeter molding.

3.04 ERECTION TOLERANCES

A. Maximum Variation from Flat and Level Surface: 1/8 inch in 10 feet.

B. Wood Slat shall be installed true and plumb to within manufacturing tolerance of 1/8” within 8’

of length.

END OF SECTION 09 5100

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104C

104C

104C 104C

104G

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104B

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A1PARTIAL DEMOLITION FLOOR PLAN

DEMOLITION FLOOR LEGEND

A. THE BUILDING WILL BE OCCUPIED DURING CONSTRUCTION. COORDINATE AND COMMUNICATE WITH OWNER ON ALL CONSTRUCTION ACTIVITIES THAT WILL AFFECT THEIR CURRENT OPERATION, SUCH AS POWER INTERRUPTIONS, NOISE, SECURITY CONCERNS, PARKING, ETC.

B. PRIOR TO STARTING DEMOLITION WORK, WALK WITH THE OWNER TO CONFIRM DEMOLITION SCOPE.

C. NOTIFY THE ARCHITECT AND OWNER IF EXISTING CONDITIONS DEVIATES FROM THAT SHOWN PRIOR TO EXECUTING THE WORK.

D. PROTECT FROM DAMAGE EXISTING ITEMS, MATERIALS, AND/OR FINISHES TO REMAIN.

E. PROTECT EXISTING STRUCTURES AND OTHER ELEMENTS THAT ARE NOT TO BE REMOVED BY PROVIDING BRACING AND/OR SHORING. STOP WORK IMMEDIATELY IF ADJACENT STRUCTURES APPEAR TO BE IN DANGER.

F. ALL EXISTING FURNISHINGS NOT REMOVED PRIOR TO CONSTRUCTION SHALL BE DEMOLISHED BY THE CONTRACTOR, U.N.O.

G. REMOVE DEBRIS AND TRASH. LEAVE SITE IN CLEAN CONDITION READY FOR SUBSEQUENT WORK.

H. REMOVE ALL MILLWORK, SHELVES, COUNTERTOPS AND ACCESSORIES ATTACHED TO THEM, U.N.O.

I. DEMOLISH EXISTING FLOORING AND WALL BASE. GRIND HIGH SPOT OFF CONCRETE AND PATCH AS REQUIRED.

J. DEMOLISH ALL EXISTING CEILINGS, GYPSUM WALLBOARD AND/OR ACOUSTICAL CEILINGS, ASSOCIATED GRID, HARDWARE, CLIPS, TIE WIRES AND FASTENERS INSIDE AREA TO BE RENOVATED.

K. DEMOLISH ALL DEVICES FROM WALLS.L. DEMOLISH FLOOR SLAB TO EXTENT REQUIRED FOR

NEW RECESSED ELECTRICAL FLOOR BOXES AND SERVICE. REFER TO A100 FOR SLAB TRENCH LOCATIONS AND DETAIL.

M. DEMOLISH ANY WALL FRAMING OR OTHER ABANDONED ITEMS ABOVE CEILING WITHIN AREA TO BE RENOVATED.

N. AT AREAS WHERE FIREPROOFING WILL REMAIN EXPOSED TO VIEW, DEMOLISH OVERSPRAY OF SPRAY-APPLIED FIREPROOFING ON DECK, SPRINKLER PIPING AND MISCELLANEOUS MATERIALS. CONTRACTOR IS TO MAINTAIN THE REQUIRED RATING PER THE UL DETAIL.

1. DEMOLISH BOOKSTORE SHELVING, DISPLAY SYSTEMS, ACCESSORIES, AND ASSOCIATED LIGHTING AND RECEPTACLES.

2. DEMOLISH MILLWORK AND ACCESSORIES.3. DEMOLISH CARPET FLOORING AND ACCESSORIES.4. DEMOLISH FIRE EXTINGUISHER CABINET5. DEMOLISH ROLL-UP DOOR, ACCESSORIES, AND

ASSOCIATED ELECTRICAL SERVICES, AND FRAME WITHIN THE OPENING.

6. DEMOLISH PARTITION; COORDINATE LOCATION WITH LOCATION OF NEW PARTITION.

7. NOT USED8. NOT USED9. DEMOLISH WALLCOVERING GRAPHIC ABOVE

MILLWORK; TYPICAL.10. DEMOLISH FLOOR MOUNTED RETAIL SECURITY WALK-

THROUGH DEVICES; TYPICAL.11. DEMOLISH EXISTING GWB, FURRING AND INSULATION

AT EXISTING EXTERIOR FOUNDATION WALL.12. EXISTING GWB, FURRING AND INSULATION TO

REMAIN.13. DEMOLISH EXISTING COLUMN SURROUND AT THIS

LOCATION.14. REFER TO DETAIL A1/A501 AND A3/A501 FOR LINTEL

INSTALLATION.

8 16 FT0

REFERENCE PHOTO: EXISTING LOBBY ENTRY

REPAINT ALL PURPLE 09 9100.PC4

NOTE 5

REPAINT ALLPURPLE 09 9100.PC4

1

1 ADD-002 09/18/19

DEMOLISH SIGNAGE AND TURN OVER TO OWNER

1

I

H

G

F

15 16 17 18

E

3

4

5

5.5C

D

STUDENT OPENCOLLABORATION

101

TEAM

101G

TEAM

101F

TEAM

101E

TEAM

101DTEAM

101C

MEETING

101B

LARGE TEAM

101A

CORRIDOR

190J

VACANT/BUSINESS

VACANT

101B

101A

100B

104A

104B

104C

104C

104C 104C

104G

104H

104B

104B

104B

105C

105D

190F

105B105A

190G

190F

8' - 9 1/2" 2' - 0"

14' - 9" 7 1/2"

1' -

10

"9

' -

1"

4' -

4"

7' -

3"

EQ EQ

6' -

1"

5' -

3"

8' - 2" 4' - 5"

1' - 6 1/2"

11' - 3 1/2"

5' -

8 1

/2"

5' -

0 1

/2"

7' -

5"

6' -

0"

4' -

3"

9' -

11

"

6' -

3"

2"

7' -

2"

1' -

10

"6

' -

10

"1

' -

6"

13' - 4 1/2" 4' - 4 1/2" 6' - 11"

11' - 3 1/2"7' - 4 1/2"2' - 5"

NOTE 1

NOTE 2

NOTE 2

NOTE 1

NOTE 2

NOTE 1

NOTE 1

NOTE 1

1

1

1

7' -

7"

5' -

2"

1' -

6"

TO COL. CENTERLINE

8' - 3"

7" TO COL. CENTERLINE

A. REFER TO LIFE SAFETY PLANS FOR ALL FIRE RATED WALLS & DOORS.

B. REFER TO CEILING PLAN FOR ADDITIONAL INFORMATION.

C. REFER TO FINISH PLAN FOR ADDITIONAL INFORMATION.D. REFER TO MEP PLANS FOR ADDITIONAL INFORMATION.E. ALL WALLS ARE TO STRUCTURE UNLESS NOTED

OTHERWISE. F. ALL FURNITURE IS OFOI.G. PATCH AND REPAIR ALL SPRAY-APPLIED

FIREPROOFING WITHIN LIMITS OF CONSTRUCTION.H. ALL PARTITIONS ARE 0 S 49 G UNO.I. ROUTE ELECTRICAL CONDUIT AND TRENCHING FOR

NEW FLOOR BOXES FROM NEAREST NEW WALL CONSTRUCTION.

J. DEMOLISH AND REPLACE SLAB FOR TRENCHING OF ELECTRICAL FLOOR BOXES AND CONDUIT; REFER TO DETAIL A1 FOR TYPICAL SLAB ON GRADE DETAIL AT TRENCH.

K. PROVIDE FINISHED GWB WALL SURFACE TO ROOF DECK ABOVE AT ALL AREAS WITHOUT SUSPENDED CEILINGS.

2-HOUR RATEDFIRE BARRIER

1-HOUR RATED FIRE BARRIER

NOT IN SCOPE


NEW ELEMENT

EXISTING 2-HOUR RATEDFIRE BARRIER

EXISTING 1-HOUR RATED FIRE BARRIER

ELECTRICAL FLOOR BOX

12"

8"

FLOOR BOX SETIN 3500 PSI CONCRETE

EXISTING SLAB ON GRADE

EXISTINGVAPORRETARDER

SAW CUT EDGE OF EXISTING SLAB AT 10-15 DEGREE INCLINATION

LAP NEW

WITH EXISTINGVAPOR RETARDERTO REMAIN

4" GRAVEL

COMPACT FILL PRIOR TO PLACINGGRAVEL, VAPOR BARRIER AND CONCRETE

SLAB REINFORCING

07 2616.VR

SH

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T

TIT

LE

SC

ALE

(U

.N.O

.)

JO

B

NA

ME

LO

CA

TIO

N

SEAL ISSUE DATE

JOB. NO.

DWG. NO.

REVISION:

AU

GU

ST

19

, 20

19

; B

ID S

ET

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

H

J

K

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15


GENERAL NOTES

MATERIAL KEYNOTES

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Renovations -

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08/19/2019

10900-01

A100

Cle

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A5DEMO. AND REPAIR SLAB PLAN

07 2616.VR Vapor Retarder

816

FT

0

1. DO NOT ROUTE ELECTRICAL CONDUIT FOR FLOOR BOXES THROUGH THIS TEMPORARY WALL.

2. EXISTING WALL TO REMAIN; REPAIR FINISH IF DISTURBED FOR ELECTRICAL ROUTING FOR FLOOR BOXES.

LEGEND

SCALE: 3" = 1'-0"

TYP. SLAB ON GRADE REPAIR @ TRENCHA1 60 12 IN

CONCRETE CUTTING NOTES

1. COORDINATE CUTTING REQUIREMENTS WITH EXISTING CONDITIONS AND, IF INDICATED, RESOLVE CONFLICTS AND ADDRESS UNANTICIPATED CONDITIONS WITH THE DESIGNERS PRIOR TO CUTTING.

2. UNLESS OTHERWISE SHOWN OR APPROVED, CUTTING SHALL BE DONE USING METHODS THAT PRODUCE CLEAN, STRAIGHT, AND SMOOTH CUT EDGES AT PORTIONS OF THE EXISTING CONSTRUCTION TO REMAIN.

3. AT SLABS ON GRADE, CORNERS MAY BE OVER-CUT THE MINIMUM AMOUNT PRACTICAL IF NECESSARY. TREAT OVER-CUTS THE SAME AS SAW-CUT CONTROL JOINTS FOR CLEANING AND FILLING PURPOSES.

4. WHERE THE REMAINING PORTION OF SLAB ON GRADE ADJACENT TO AN AREA BEING REMOVED IS LESS THAN 12 INCHES WIDE TO THE EDGE OF THE SLAB, OR WHERE TRENCHING ACTIVITIES UNDERCUT SOIL SUPPORT BENEATH THE REMAINING SLAB, THEN THE SLAB SHALL BE REMOVED TO ITS EDGE AND REPLACED FOLLOWING TRENCH BACK-FILL.

CONCRETE NOTES

1. CONCRETE SHALL BE NORMAL WEIGHT CONCRETE UNLESS NOTED OTHERWISE. CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTHS OF 3500 PSI UNLESS NOTED OTHERWISE IN THE PLANS

2. CONCRETE SHALL BE BATCHED USING MATERIALS AND PROPORTIONS DESIGNATED IN THE APPROVED DESIGN MIXES. THE GENERAL CONTRACTOR SHALL PROVIDE QUALITY CONTROL OF THE CONCRETE MIX.

3. COMPLY WITH ACI 306.1 AND ACI 301 FOR HOT AND COLD WEATHER PLACEMENT.4. THE ADDITION OF WATER TO INCREASE SLUMP OR TO RETEMPER CONCRETE WHICH HAS EXPERIENCED

SLUMP LOSS DUE TO EXCESSIVE MIXING OR HEAT BUILD-UP IS NOT PERMITTED.

SLAB REINFORCING NOTES

1. UNLESS OTHERWISE NOTED, THE CONCRETE SLAB-ON-GRADE SHALL COMPLY WITH THE FOLLOWING:REINFORCING: PLAIN STEEL 6 x 6 - W2.9 x W2.9 WELDED WIRE FABRIC IN MATS, NOT ROLLS, PLACED 1" CLEAR FROM TOP SURFACE; COMPLYING WITH ASTM A 1064/A 1064M.VAPOR RETARDER: 07 2616.VR PLACED ON TOP OF STONE BASESTONE BASE: 4" COMPACTED WASHED STONE

2. NOTIFY ARCHITECT IF LENGTH OF TRENCHES EXCEED 12' ON CENTER FOR ADDITIONAL INFORMATION AND DIRECTION ON REQUIRED CONSTRUCTION JOINTS.

3. NOTIFY ARCHITECT FOR ADDITIONAL INFORMATION AND DIRECTION IF NEW TRENCHES INTERSECT EXISTING SLAB ON GRADE CONTROL JOINTS.

1 ADD-002 09/18/19

1

I

H

G

F

15 16 17 18

E


101

TEAM

101G

TEAM

101F

TEAM

101E

TEAM

101DTEAM

101C

MEETING

101B

LARGE TEAM

101A

101B

101A

100B

104A

104B

104C

104D

104E 104F

104G

104H

104J

104M

102

CORRIDOR

190J

105C

105D

190F

105B105A

190G

190F

VACANT/BUSINESS

VACANT SPACE

3

4

5

5.5C

D

0 F 2 G1.5

0 S 49 G

0 S 49 G

0 A 2 G

2 S 48 G

190J

190JB

101G 101F 101E 101D 101C

VACANT

A101

H10

A101

A10

A560

G11

A611F1

A611

H1

A611

A7

A611 C1

190JC

A560

D10 S 1 G2.5

NOTE 8

NOTE 170 S 40 G

0 S 40 G6

NOTE 6

NOTE 10

NOTE 10

10 4400.DR

8' - 10 1/2" 6' - 10 3/16"

10

' - 1

0 1

/2"

ALIGN

7' -

0"

15

' -

4"

7' - 0"

4' -

3"

3' -

9"

10 4400.DR

NOTE 2

190JD

A501

G11

A501

A11

NO

TE

15

NOTE 16

NOTE 9

NOTE 9

NOTE 9

0 F 2 G1.5

0 F 2 G1.5

190K

0 A 2 G

0 A 2 G

0 A 2 G

0 S 49 G

4"

2' - 10"

2' - 10"

0 A 1 G

0 S 49 G

0 S 1 G1

' -

0"

1' -

0"

1' - 0"

1' - 0"

1' -

0"

EQ

EQ

ALIG

N

ALIG

N

VERIFY IN FIELD

~ 49' - 10 1/16"

A501

A7

8' - 0"

101B

EQ EQ EQ EQ EQ

NO

TE

14

1. PROVIDE A LEVEL 5 GWB FINISH AT LOCATION TO RECEIVE GRAPHIC WALLCOVERING.

2. PATCH FLOOR AT WALL DEMOLITION.3. ALTERNATE 1.4. NOT USED5. TV SCREEN, OFOI; PROVIDE INFRASTRUCTURE AND

BLOCKING.6. PRINT STATION, OFOI.7. NOT USED8. NEW METAL STUD FRAMING AND GWB ON EXISTING

WALL.9. NEW COLUMN SURROUND.10. REPAIR FLOOR, WALL AND CEILING FINISHES AND

DEVICES TO MATCH EXISTING AT ROOM SIDE OF NEW EGRESS CORRIDOR WALL.

11. NOT USED.12. MILLWORK ELEMENT BELOW MONITOR13. ALTERNATE 2.14. NEW FURRING, RIGID INSULATION AND GWB ON

EXISTING CONCRETE FOUNDATION WALL. MATCH ADJACENT WALL MATERIALS CONSTRUCTION.

15. PATCH EXISTING FURRING, RIGID INSULATION AND GWB AS REQUIRED FOR NEW ELECTRICAL INSTALLATION. EXTEND EXISTING WALL FURRING, INSULATION AND GWB TO ABOVE CEILING. MATCH EXISTING WALL MATERIALS.

16. PATCH EXISTING WALL TO REMAIN; PROVIDE LEVEL 5 FINISH FOR AREAS TO RECEIVE GRAPHIC FILM.

17. TOOTH IN RATED CMU INFILL TO MATCH ADJACENT EXISTING CONSTRUCTION.

18. NOT USED19. GLASS MARKER BOARD, OFOI; PROVIDE AND

COORDINATE REQUIRED BLOCKING.

A. REFER TO LIFE SAFETY PLANS FOR ALL FIRE RATED WALLS & DOORS.

B. REFER TO CEILING PLAN FOR ADDITIONAL INFORMATION.

C. REFER TO FINISH PLAN FOR ADDITIONAL INFORMATION.D. REFER TO MEP PLANS FOR ADDITIONAL INFORMATION.E. ALL WALLS ARE TO STRUCTURE UNLESS NOTED

OTHERWISE. F. ALL FURNITURE IS OFOI.G. PATCH AND REPAIR ALL SPRAY-APPLIED

FIREPROOFING WITHIN LIMITS OF CONSTRUCTION.H. ALL PARTITIONS ARE 0 S 49 G UNO.I. ROUTE ELECTRICAL CONDUIT AND TRENCHING FOR

NEW FLOOR BOXES FROM NEAREST NEW WALL CONSTRUCTION.

J. DEMOLISH AND REPLACE SLAB FOR TRENCHING OF ELECTRICAL FLOOR BOXES AND CONDUIT; REFER TO DETAIL A1 FOR TYPICAL SLAB ON GRADE DETAIL AT TRENCH.

K. PROVIDE FINISHED GWB WALL SURFACE TO ROOF DECK ABOVE AT ALL AREAS WITHOUT SUSPENDED CEILINGS.



NOT IN SCOPE


NEW ELEMENT



NOTE 3, TYP.

NOTE 5

A501

D5

A611

A1

A4

NOTE 19

0 S 49 G 0 S 49 G

12

' -

6"

NOTE 1

F

16

NOTE 13

NOTE 1

NOTE 1

NOTE 5

NOTE 5

13

' -

8"

LARGE TEAM

101A

MEETING

101B

A501

D5 SIM

A501

D5 SIM

NOTE 12

A611

A4

A1

SIM

SIM

NOTE 19

NOTE 19

0 A 1 G2.5

0 F 1 G7/8

0 F 1 G7/8

0 F 1 G7/8

ALIGN

0 S 1 G2.5

NOTE 15, 16

NOTE 15, 16

NOTE 1

SH

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T

TIT

LE

SC

ALE

(U

.N.O

.)

JO

B

NA

ME

LO

CA

TIO

N

KEY PLAN

PROJECT NORTH

SEAL ISSUE DATE

JOB. NO.

DWG. NO.

REVISION:

AU

GU

ST

19

, 20

19

; B

ID S

ET

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

H

J

K

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15


GENERAL NOTES

MATERIAL KEYNOTES

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Renovations -

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08/19/2019

10900-01

A101

Cle

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10 4400.DR Multi-Purpose FE and Fully-Recessed Cabinet

A1FLOOR PLAN

816

FT

0

FLOOR PLAN LEGEND

H10TYP. TEAM ROOM

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

ALTERNATE 2: MEETING & LARGE TEAM ROOMSA10

4 8 FT0

4 8 FT0

1

1 ADD-002 09/18/19

09 2116.GW

09 2116.FS

10 2310.GWD10 2310.GWD

08 8000.LAG

09 2116.FS

09 2116.SAB

OUTSIDE FACE OF BULKHEAD ABOVE

INSIDE FACE OF BULKHEAD ABOVE

E.O

. W

AL

L

4 1

/2"

F.O

. G

LA

SS

7"

9"

6"

1' -

0"

1' - 0"

2' -

0"

09 5100.AC1

09 2116.GW

09 2116.FS

ALTERNATE 1:

HEAD AND SILL

BASE BID

4 7/8"

9"

NOTE 4

5"

NOTE 4

10 2310.GWD

NOTE 5

09 6800.CT109 6500.RVT2

09 2116.WB

6"

09 5100.AC1

09 2116.GW

09 2116.FS

ALTERNATE 2:

HEAD & SILL

BASE BID

10 2310.GWD

NOTE 5

09 6800.CT109 6500.RVT2

NOTE 4

9"09 2116.WB NOTE 4

NOTE 3

NOTE 2

06 8200.GFRP

2"

R 1' - 0"

4"

06 4100.PL1

06 4100.PL1

RECESSED TRAY AT TOP

NOTE 1

06 2000.P

6"

NOTE 2

NOTE 3

06 8200.GFRP

09 2116.GW

09 2116.FS

A8

A560

06 4100.WV109 6500.RB1

06 4216.FC1

06 4216.B1

2' - 0" 2' - 0"

NOTE 6

EQ

EQ

GENERAL NOTES

1. THE ANGLE LINTEL DETAIL IS IN ITS COMPLETED STATE. THE CONTRACTOR AND SUBCONTRACTORS SHALL TAKE THE PRECAUTONS NECESSARY TO RESIST ALL HORIZONTAL AND VERTICAL LOADINGS THAT MAY BE APPLIED TO THE STRUCTURE PRIOR TO ITS COMPLETION

2. INSTALL ENCASEMENT PROTECTION (NOT SHOWN) ON STEEL WITH TWO LAYERS OF 092116.GWB OVER FURRING CHANNELS AND STUD FRAMING.

3. LINTEL ELEVATION AT 7'-4" A.F.F.

EXISTING NON-BEARING CMU WALL TO REMAIN

SAWCUT AS REQ'D FOR INSTALLATION OF NEW ANGLE LINTELS; GROUT FILL CMU @ BEARING BEFORE ANGLES ARE INSERTED

2 LAYERS 09 2116.GWB ON STUD FRAMING

1

A1

A501

GENERAL NOTES

1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND SITE CONDITIONS BEFORE STARTING WORK. NOTIFY ARCHITECT IMMEDIATELY IN WRITING OF ANY DISCREPANCIES.2. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION AND FOR JOB SITE CONDITIONS, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, DURING THE COURSE OF CONSTRUCTION OF THE PROJECT.3. THE STRUCTURAL INTEGRITY OF THE BUILDING SHOWN ON THESE PLANS IS DEPENDENT UPON COMPLETION ACCORDING TO THE CONTRACT DOCUMENTS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FURNISH ALL TEMPORARY BRACING AND/OR SUPPORT THAT MAY BE REQUIRED AS A RESULT OF CONSTRUCTION METHODS AND SEQUENCES.4. ANY OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND RESOLVED BEFORE PROCEEDING WITH ANY WORK INVOLVED.

SH

EE

T

TIT

LE

SC

ALE

(U

.N.O

.)

JO

B

NA

ME

LO

CA

TIO

N

SEAL ISSUE DATE

JOB. NO.

DWG. NO.

REVISION:

AU

GU

ST

19

, 20

19

; B

ID S

ET

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

H

J

K

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15


GENERAL NOTES

MATERIAL KEYNOTES

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101

Renovations -

Phase 1

08/19/2019

10900-01

A501

Cle

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ity

06 2000.P Panel Product

06 4100.PL1 Plastic Laminate 1

06 4100.WV1 Wood Veneer

06 4216.B1 Millwork Bench

06 4216.FC1 Fabric Cushion

06 8200.GFRP GFRP Column Surround

08 8000.LAG Laminated Acoustical Glass

09 2116.FS Metal Stud

09 2116.GW Gypsum Wallboard

09 2116.SAB Sound Attenuation Batt

09 2116.WB Wood Blocking

09 5100.AC1 Acoustical Ceiling System 1

09 6500.RB1 Resilient Base

09 6500.RVT2 Resilient Vinyl Tile 2

09 6800.CT1 Carpet Tile Type 1

10 2310.GWD Glazed Interior Wall and Door Assembly

SCALE: 3" = 1'-0"

ALTERNATES 1&2: TYP. DOOR / GLAZING / PARTITIOND5 60 12 IN

SCALE: 1 1/2" = 1'-0"

TYP. TEAM ROOM GLAZING HEAD & SOFFITG1

SCALE: 1 1/2" = 1'-0"

MEETING & LARGE TEAM GLAZING HEADD1

10 2 FT

10 2 FT

G8TYP. COLUMN AT ACT CEILING

1 2 FT0G5TYP. MILLWORK BELOW MONITOR

60 12 IN

1. 3/4" REVEAL, ALL THREE SIDES OF MILLWORK; BACK FACE PAINTED 09 9100.PC2

2. PROVIDE NEW COLUMN SURROUND TO MATCH EXISTING TO 4" BELOW STRUCTURE ABOVE.

3. EXISTING COLUMN AND SPRAY-APPLIED FIREPROOFING. REPAIR EXISTING SPRAY-APPLIED FIREPROOFING WHERE DISTURBED OR DAMAGED (INCLUDING PREVIOUSLY DAMAGED OR BY NEW CONSTRUCTION).

4. PROVIDE WOOD BLOCKING REQUIRED FOR SUPPORT OF GLASS WALL HEAD IN BASE BID.

5. CENTER FLOORING TRANSITION AT GLAZED OPENING BEHIND SLIDING DOOR PANEL.

6. ELECTRICAL RECEPTACLE; REFER TO ELECTRICAL.

SCALE: 1" = 1'-0"

TYP. COLUMN SURROUNDG11 1 2 FT0

SCALE: 1 1/2" = 1'-0"

NEW FURRING AT EXISTING COLUMNA11 10 2 FT

A. ALL SOFFITS AND GWB TO BE PAINTED 09 9100.PC1 UNLESS NOTED OTHERWISE.

A7BENCH MILLWORK ELEVATION

20 4 FTA1

LINTEL SECTION DETAILA3

LINTEL ELEVATION

1 2 FT01 2 FT0

1 ADD-002 09/18/19

S

S

44

44

4

4

1

2 3 4 5 5.5

13 14 15 16 17 18

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B CA A.5

CONDUIT STUB TO BE DEMOLISHED

TRACK LIGHTING (TYPICAL)

VACANT SPACE

22

1

2

1

2

2

2

1 1

3

(5) EXISTING TO REMAIN FLOORBOXES

1

1

C-00831

CHARLESTON, SC

ENGINEERING INC.

RMF

REGIST ERED ENGINEERS

STA

TE OF SOUT H CA ROLINA

SH

EE

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LE

SC

ALE

(U

.N.O

.)

JO

B

NA

ME

LO

CA

TIO

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KEY PLAN

PROJECT NORTH

SEAL ISSUE DATE

JOB. NO.

DWG. NO.

REVISION:

AU

GU

ST

19 2

01

9; B

ID S

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101

Renovations -

Phase 1

08/19/2019

318352.A0

ED101

Cle

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E1ELECTRICAL DEMOLITION PLAN

8 16 FT0

GENERAL NOTES

DRAWING NOTES

ITEMS INDICATED WITH HEAVY DASHED LINES ARE TO BE REMOVED IN THEIR ENTIRETY. ITEMS THAT ARE EXISTING TO REMAIN ARE INDICATED WITH LIGHT CONTINUOUS LINES.

EXISTING CONDITIONS SUCH AS LIGHTING, RECEPTACLES, ETC. WERE OBTAINED FROM AVAILABLE RECORD DRAWINGS AND FIELD SURVEYS AND ARE NOT WARRANTED TO BE COMPLETE OR CORRECT. CONTRACTOR SHALL VERIFY EXACT LOCATION OF ALL ELECTRICAL ITEMS IN THE FIELD PRIOR TO THE START OF ANY WORK.

SHOULD THE CONTRACTOR ENCOUNTER ANY MAJOR ELECTRICAL ITEMS, I.E. PANELS, FEEDERS, JUNCTION BOXES ETC. WHICH ARE NOT ADDRESSED ON THE DRAWINGS, HE SHALL BRING THEM TO THE ATTENTION OF THE ENGINEER. THE ENGINEER WILL REVIEW THE ITEM IN QUESTION AND GIVE THE NECESSARY DIRECTION.

THE OWNER SHALL BE GIVEN A FIRST RIGHT OF REFUSAL FOR ALL ELECTRICAL EQUIPMENT WHICH IS TO BE REMOVED. ALL ELECTRICAL EQUIPMENT WHICH IS DESIRED BY THE OWNER SHALL BE STORED ON THE SITE WHERE DIRECTED BY THE OWNER. THE CONTRACTOR SHALL PROMPTLY DISPOSE OF ALL ELECTRICAL ITEMS WHICH ARE REMOVED AND THE OWNER DOES NOT WANT TO KEEP.

CUT AND REMOVE BURIED RACEWAY AND WIRING 2 INCHES BELOW THE SURFACE. CAP RACEWAYS AND PATCH SURFACE.

ALL BRANCH CIRCUIT AND TELEPHONE WIRING WHICH MUST BE IN SERVICE AND WHICH IS DISCONNECTED AS A RESULT OF THE DEMOLITION WORK SHALL BE PROPERLY RECONNECTED.

WHERE EXISTING DEVICES REMAIN IN WALLS WHICH RECEIVE A NEW FINISH, CONTRACTOR SHALL PROVIDE ALL NECESSARY OUTLET BOX EXTENSIONS, PLASTER RINGS, ETC. SO THAT DEVICES INSTALLED IN THE SAME MANNER AS EXISTING (I.E. FLUSH CONCEALED, ETC.).

REMOVE ALL EMPTY RACEWAYS AND BOXES THAT HAVE BEEN ABANDONED WITHIN WORK AREA.

PATCH, REPAIR AND PAINT WALLS WHERE DEVICES HAVE BEEN REMOVED. BLANK COVERPLATE SHALL BE INSTALLED IF WALL CANNOT BE PATCHED.

ALL SURFACE MOUNTED DEVICES ON COLUMNS SHALL BE DEMOLISHED ENTIRELY.

ALL TRACK LIGHTING NOT SHOWN SHALL BE DEMOLISHED.

ALL SECURITY CAMERAS SHALL BE REMOVED AND RETURNED TO OWNER.

ALL EXISTING LIGHTING SHALL BE DEMOLISHED UNLESS NOTED OTHERWISE.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

LIGHT FIXTURE SHALL BE STORED AND RE-HUNG FROM STRUCTURE IN VACANT SPACE.

LIGHT FIXTURE SHALL BE STORED AND RE-HUNG FROM STRUCTURE IN EGRESS CORRIDOR.

EXISTING TELECOMM CONDUITS PENTRATED SPACE SHALL BE REMOVED.

1

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3

1 ADD-002 09/18/19

USBUSBUSBUSBUSB

USB

USB

USB

USB

J

USB

USB

USB

USB

USB

USBUSB

USB

USB

USB

TVTVTVTVTV

TV

TV

4

4

TV

44

44

4

4

4

4

4

4

4

4

4

4

4

6

6

4

4

4

4

USB

4

4

4

4

1

2 3 4 5 5.5


101

MEETING

101B

LARGE TEAM

101A

CORRIDOR

190J

TEAM

101G

TEAM

101F

TEAM

101E

TEAM

101D

TEAM

101C

PRINT

13 14 15 16 17 18

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B CA A.5

-1LCA 2

-1LCA 2

-1LCA 4

-1LCA 6

-1LCA 6

-1LCA 6

-1LCA 6

-1LCA 6

-1LCA 23

-1LCA 21

-1LCA 7

-1LCA 9

-1LCA 8

-1LCA 10

-1LCA 8

-1LCA 8-1LCA 8

-1LCA 10

-1LCA 8-1LCA 10

-1LCA 10

-1LCA 12

-1LCA 14

-1LCA 12-1LCA 12

-1LCA 14

-1LCA 12

-1LCA 18

-1LCA 22

-1LCA 18

-1LCA 18

-1LCA 16

-1LCA 16

-1LCA 20

-1LCA 16

-1LCA 16

-1LCA 20

-1LCA 1

-1LCA 3

-1LCA 3

-1LCA 3

-1LCA 5

-1LCA 3

-1LCA 3

-1LCA 3

-1LCA 5

-1LCA 15

-1LCA 15

-1LCA 15

-1LCA 15

-1LCA 17

-1LCA 17

-1LCA 25 -1LCA 25

-1LCA 27

-1LCA 22

-1LCA 22

-1LCA 26

-1LCA 26

EXISTING ELEC.ROOM

EXISTING EMERGENCY ELEC. ROOM

PANEL E1HA

1

USB

USB

USB

USB

USB

USB

USB

VACANT SPACE

3

-1LCA 29

4

4

5

5

5

LCP 1HCT1C

1LC1LCA

2

55

5

-1LCA 2

-1LCA 15

-1LCA 25

-1LCA 18

-1LCA 27



NOT IN SCOPE


NEW ELEMENT



C-00831

CHARLESTON, SC

ENGINEERING INC.

RMF

REGIST ERED ENGINEERS

STA

TE OF SOUT H CA ROLINA

SH

EE

T

TIT

LE

SC

ALE

(U

.N.O

.)

JO

B

NA

ME

LO

CA

TIO

N

KEY PLAN

PROJECT NORTH

SEAL ISSUE DATE

JOB. NO.

DWG. NO.

REVISION:

AU

GU

ST

19 2

01

9; B

ID S

ET

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

H

J

K

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

CU

P #

4002614

IDC

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101

Renovations -

Phase 1

08/19/2019

318352.A0

E101

Cle

mson U

niv

ers

ity

A1POWER PLAN

8 16 FT0

GENERAL NOTES

DRAWING NOTES

ITEMS INDICATED WITH HEAVY CONTINUOUS LINES ARE NEW WORK. ITEMS THAT ARE EXISTING TO REMAIN ARE INDICATED WITH LIGHT CONTINUOUS LINES.

UPDATE PANELBOARD DIRECTORIES TO REFLECT NEW LOADS AFFECTED BY THIS PROJECT.

RESUPPORT RACEWAYS AND BOXES THAT ARE INSUFFICIENTLY SUPPORTED WHICH ARE TO BE REUSED FOR NEW INSTALLATION.

COORDINATE ALL FLOORBOX LOCATIONS WITH ARCHITECT AND FURNITURE INSTALLER PRIOR TO ROUGH-IN. REFER TO SHEET A100 FOR EXACT LOCATIONS.

ELECTRICAL CONTRACTOR SHALL MAKE FINAL CONNECTION TO FURNITURE SYSTEM.

(1) 3/4" CONDUIT SHALL BE INSTALLED AT EACH FUTURE TERMINAL UNIT AS SHOWN ON M101 (DRAWING NOTE 6). TAKE CONDUIT TO ADJACENT FUTURE OPEN SPACE. CONDUCTORS WILL BE PULLED IN FUTURE PHASE FROM EXISTING ELECTRICAL ROOM. NO MORE THAN (3) FUTURE TERMINAL UNITS SHALL BE DAISY CHAINED TOGETHER.

1.

2.

3.

4.

5.

6.

FLOOR PLAN LEGEND

REFER TO ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHT. MOUNT RECEPTACLE IN CASEWORK.

LIGHTING CONTROL PANEL.

COORDINATE FINAL LOCATION AND HEIGHT WITH FURNITURE INSTALLER.

WIRING DEVICES INSTALLED ALONG WALL SHALL USE RACO 400 OR 410 BACK BOX, OR APPROVED EQUIVALENT. COORDINATE WITH SHALLOW WALL STUDS.

CONDUIT SHALL NOT BE ROUTED IN WALL. WALL WILL BE DEMOLISHED IN NEXT PHASE.

1

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1 ADD-002 09/18/19