WCC MAIN CAMPUS BLAND HALL RENOVATION SFCS – 20301.13

VCCS PROJECT CODE: 260-B4260-040

ADDENDUM NO. 2 1

ADDENDUM NO. 2 – May 19, 2026

This Addendum forms a part of the Contract Documents and modifies the original Contract Documents dated July 16, 2025.

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 6 narrative pages.

The following items clarify, modify, change, delete from or add to the Contract Documents. When any paragraph, subparagraph, or sub-subparagraph thereof is modified or deleted by this Addendum, the unaltered provisions of that paragraph, subparagraph, sub-subparagraph shall remain in effect.

GENERAL:

1. The Bid Due date has been changed from May 27, 2026 at 3:00 pm; the new Bid Due date will be

Tuesday June 09, 2026, at 2:00 pm.

2. The Bid Public Opening date has been changed from May 28, 2026 at 3:00 pm; the new Bid Public

Opening date will be Wednesday June 10, 2026, at 2:00 pm.

PRE-BID RFIs AND RESPONSES:

NOTE: A copy of all pre-bid RFIs received between May 06, 2026 and May 15, 2026 are attached for reference.

3. RFI Question:

Is there a preferred low-voltage contractor for the fire alarm, data, access control and sound masking systems? If so, could you please provide their information?

SFCS Response:

The Meeting Minutes for the Pre-bid meeting on 05/06/2026 issued with Addendum No. 1 identify Johnson Controls as the vendor for the fire alarm.

Currently, WCC's preferred vendor for data is Epitome. For access control, WCC uses a

Verkada system with Tight Technologies managing installation. WCC works with RTW Media.

This is subject to change.

4. RFI Question:

See notes below regarding the sizes not matching what is in the spec. Also, is there a CAD (.dwg) file available for this space that we can use to layout the system? Specification Section 105626 page 4: 2 places on this page indicate that the shelving is 36”W x 12”D, however the drawings seem to reflect

ADDENDUM NO. 2 2

other sizes (there’s a 34”D and 14”D). There is no indication about how many shelves / openings there are per unit. Can we get some clarification on the shelving set up?

SFCS Response: Please refer to Addendum No. 1 for clarification on specification and drawings for mobile storage shelving including an updated specification. Spec Article 2.5 outlines shelving units width and number of shelves.

Spec Article 2.5.B.2 has been updated to indicate single-faced and double-faced sided units and to refer to drawings.

Enlarged Plan 2/A2.1 has been revised to provide additional notes to clarify single/double sided shelving locations.

CAD Drawings can be made available to contractor after bid award and with a signed CAD release agreement.

5. RFI Question:

Sheet A4.1: The door schedule calls for a few doors to have a 20-minute fire rating, but some of the existing doors that are not marked as 20-minute on the schedule are currently rated for 90-minutes or higher. Please clarify if the doors no longer need to be rated if not marked on the door schedule as such.

SFCS Response:

Existing doors to remain shall maintain their existing rating. Door schedule updated to note existing ratings to remain.

6. RFI Question:

Sheet I0.0: Please confirm the intended specification for the Formica Hardstop paneling noted as

“custom graphic”. Formica requires a minimum order quantity of 25 sheets for all “custom graphics” material. Based on the drawings, this will be substantially less. Please confirm that a custom graphic finish is the intended design requirement so that the associated material coverage and cost impact can be accurately included.

Specifications Section 064116, page 160, paragraph 2.1: Is AWI certification required on this project?

SFCS Response:

The PL-2 Formica Hardstop has been updated to a Wilson laminate with a graphic film. Refer to attached Sheet I0.0.

For the AWI certification, per Section 27 of the DGS-30-054, alternate equal materials, products or model numbers may be proposed by the Contractor through the A/E for approval by the Owner through the process set forth in Section 26. Alternately, if the Contractor can certify in writing the following requirements at a minimum will be met, this will be acceptable:

(1) All of the materials used will meet AWI requirements for grade, moisture content, and

ADDENDUM NO. 2 3

performance.

(2) Fabrication and assembly will be completed using AWI-approved methods, including for joinery, hardware and installation.

(3) Installation procedures will be followed for AWI Guidelines for alignment, secure attachment and proper fit.

7. RFI Question:

Sheet A1.1: There are (2) existing windows, (1) to be added in “Pearson Vue Testing” and “Testing

Proctor(s)”, as well as (1) in “Existing Testing Center”. These (4) windows are not showing to receive roller shades like the others. Is this correct or do roller shades need to be added in these locations?

SFCS Response:

Provide roller shades at these windows per updated plan I1.1 – Finish Floor Plan.

8. RFI Question:

Sheet T1: GC shall review & verify where asbestos was abated as marked on as-built drawings to

Architect. Does this mean another asbestos inspection done by GC?

SFCS Response:

Owner has initiated an updated lead and asbestos survey of the project area. If lead and asbestos are present and if abatement is required, that scope will be incorporated into the project specifications and drawings with a separate Addendum.

9. RFI Question:

Sheet M1.1 – Note 12: States see structural drawings for lintels; can you provide drawings.

Typical structural detail has been added: 11/A4.1. New work may coordinate with existing penetrations, to be verified in field. If new penetrations are needed, refer to detail.

10. RFI Question:

A. Sheets I0.0, I1.1: The LVP collection from Mohawk called "Hit The Mark" has been discontinued. Should we switch to the Mannington Products as used in the Smyth Hall renovation? Please advise.

B. The drawings call for Mohawk, Hit the Mark LVT, that product has been dropped. The Resilient spec calls for VCT. What flooring product do you want to use?

Yes, switch to product used at One Stop.

ADDENDUM NO. 2 4

Finish Legend has been updated to reflect current selection recently installed in Smyth Hall.

11. RFI Question:

Specifications Section 2.1A.1/064116 and 1.4b/064219: Spec 2.1A.1/064116 and 1.4b/064219 requires providing certificates from AWI. May we meet the standards without providing the certificates?

SFCS Response:

Per Section 27 of the DGS-30-054, alternate equal materials, products or model numbers may be proposed by the Contractor through the A/E for approval by the Owner through the process set forth in Section 26. Alternately, if the Contractor can certify in writing the following requirements at a minimum will be met, this will be acceptable:

(1) All of the materials used will meet AWI requirements for grade, moisture content, and performance.

(2) Fabrication and assembly will be completed using AWI-approved methods, including for joinery, hardware and installation.

(3) Installation procedures will be followed for AWI Guidelines for alignment, secure attachment and proper fit.

12. RFI Question:

Sheet A1.1: Sheet A1.1 shows relocation/installation of book shelving and lockers. Is this the furniture scope or are we to include within ours?

SFCS Response:

Re-installation of shelving and lockers shall be in contractor's scope. Demolition drawings updated to indicate existing lockers to be removed and stored for re-installation.

13. RFI Question:

Sheet A1.1: What wall types are to be used in the archive areas?

Enlarged Plan 2/A2.1 has been updated to indicated wall types.

14. RFI Question:

Sheet A5.1: Detail 2/A5.1 shows black grid and ACT tile. Please provide spec.

Finish legend has been updated to provide product information.

ADDENDUM NO. 2 5

15. RFI Question:

Sheet I1.1: Sheet I1.1 shoes (sic) the finish floor in Vestibule 120 at ETR. Is the existing carpet to be protected and remain or is the RF1 to take its place? Please advise.

SFCS Response:

Refer to attached updated sheet with RF1 to be included in the Vestibule.

16. RFI Question:

Sheet I0.0: Sheet I0.0 lists RF-5 as Altro 18x18 Dolce Tile, where does this occur?

Please eliminate RF-5, it does not occur.

17. RFI Question:

Sheet I1.1: Sheet I1.1 detail 1 shows new single depth stack shelving. Please confirm these are new and not from the existing owners’ shelving.

SFCS Response:

Provide New shelving where indicated New on the Plans, location is on perimeter wall.

18. RFI Question:

Sheet A7.1: Detail C on sheet A7.1 references PLAM-A and PLAM-B please advise.

Detail should indicate PL- 1 and PL- 2. PLAM A = PL-1 and PLAM B = PL-2. Detail C/A7.1 revised.

19. RFI Question:

Who is responsible for the Fire Alarm Shut down fees, the owner or contractor?

The RFI question doesn't clarify if fees relate specifically to charges from the fire alarm company or for fire watch personnel. For the purpose of the bid assume these costs are the responsibility of the Contractor.

ADDENDUM NO. 2 6

CHANGES TO SPECIFICATIONS:

NOTE: All specification sections listed below shall be deleted and replaced in their entirety per this

Addendum.

20. Section 105626 – MOBILE STORAGE SHELVING

Paragraph 2.5.B.2 has been updated.

CHANGES TO DRAWINGS:

21. Sheet AD1.0 – GROUND FLOOR DEMOLITION PLANS

Refer to Item No. 12 above.

22. Sheet A1.1 – GROUND FLOOR PLANS

Refer to Item No. 7 above.

23. Sheet A2.1 – ENLARGED PLANS AND DETAILS

Refer to Item No. 13 above.

24. Sheet A4.1 – DOOR SCHEDULE AND DETAILS

Refer to Item No. 5 and Item No. 9 above.

25. Sheet A7.1 – INTERIOR ELEVATIONS

Refer to Item No. 18 above.

26. Sheet I0.0 – FINISH LEGEND

Refer to Item No. 6 and Item No. 12 above.

27. Sheet I1.1 – FINISH FLOOR PLAN

Refer to Item No. 10 and Item No. 15 above.

END OF ADDENDUM NO. 2

DGS-30-272

(Rev. 04/15)

PREBID QUESTION FORM

(Use separate Form for each question submitted.)

Date: 5/13/2026

Project Title: Bland Hall Renovations

Project Code No.: 260-B4260-040

The following question concerns Drawing Sheet (number) :

Is there a preferred low-voltage contractor for the fire alarm, data, access control, and sound masking systems? If so, could you please provide their information?

The following question concerns Specifications Section (number) , page , paragraph :

All responses to questions will be made by Addendum.

Question submitted by: Richie Carter Jamison Electric

Name Organization

Bidders shall submit form to: Gary Martin SFCS Inc.

Email address: gmartin@sfcs.com

ITEM 3

FOR REFERENCE

mailto:gmartin@sfcs.com

PREBID QUESTION FORM

(Use separate Form for each question submitted.)

Date:

Project Title: Bland Hall Renovations

The following question concerns Specifications Section (number) , page _________, paragraph _______:

Question submitted by:

5.14.26

105626 4

2 places on this page indicate that the shelving is 36"W x 12"D, however the drawings seem to reflect other sizes (there's a 34"D and 14"D). There is also no indication about how many shelves / openings there are per unit.Can we get some clarification on the shelving set up?

A2.1

See notes below regarding the sizes not matching what is in the spec. Also, is there a CAD

(.dwg) file available for this space that we can use to layout the system?

Datum Storage SolutionsSean McCourt

ITEM 4

ITEM 5

ITEM 6

ITEM 7

Date:

The following question concerns Specifications Section (number) , page _________, paragraph _______:

Name Organization

05-15-2026

Sheet T1

GC shall review & verify where asbestos was abated as marked on as-built drawings to Architect.

Does this mean another asbestos inspection done by GC?

Chase Crawford Price Buildings Inc.

ITEM 8

The following question concerns Specifications Section (number) , page _________, paragraph _______:

Name Organization

05-15-2026

Chase Crawford Price Buildings Inc.

Sheet M1.1 – Note 12

States see structural drawings for lintels; can you provide drawings.

ITEM 9

ITEM 10

The following question concerns Specifications Section (number) , page _________, paragraph _______:

Name Organization

Stephanie Hixon MB Contractors

5/15/26

The LVP collection from Mohawk called "Hit The Mark" has been discontinued. Should we switch to the Mannington Products as used in the Smyth Hall renovation? Please advise.

I0.0, I1.1

ITEM 10

The following question concerns Specifications Section (number) , page _________, paragraph _______:

Name Organization

2.1A.1/064116 and 1.4b/064219

Spec 2.1A.1/064116 and 1.4b/064219 requires providing certificates from AWI. May we meet the standards without the providing the certificates?

ITEM 11

The following question concerns Specifications Section (number) , page _________, paragraph _______:

Name Organization

Sheet A1.1

3.Sheet A1.1 shows relocation/installation of book shelving and lockers. Is this the furniture scope or are we to include within ours?

ITEM 12

The following question concerns Specifications Section (number) , page _________, paragraph _______:

Name Organization

Sheet A1.1

4.What wall types are to be used in the archive areas?

ITEM 13

The following question concerns Specifications Section (number) , page _________, paragraph _______:

Name Organization

Sheet A5.1

5.Detail 2/A5.1 shows black grid and ACT tile. Please provide spec

ITEM 14

The following question concerns Specifications Section (number) , page _________, paragraph _______:

Name Organization

Sheet I1.1

6.Sheet I1.1 shoes the finish floor in Vestibule 120 at ETR. Is the existing carpet to be protected and remain or is the RF1 to take its place? Please advise.

ITEM 15

The following question concerns Specifications Section (number) , page _________, paragraph _______:

Name Organization

Sheet I0.0

7.Sheet I0.0 lists RF-5 as Altro 18x18 Dolce Tile, where does this occur?

ITEM 16

The following question concerns Specifications Section (number) , page _________, paragraph _______:

Name Organization

Sheet I1.1

8.Sheet I1.1 detail 1 shows new single depth stack shelving.

Please confirm these are new and not from the existing owners’ shelving.

ITEM 17

The following question concerns Specifications Section (number) , page _________, paragraph _______:

Name Organization

Sheet A7.1

9.Detail C on sheet A7.1 references PLAM-A and PLAM-B please advise.

ITEM 18

The following question concerns Specifications Section (number) , page _________, paragraph _______:

Name Organization

10.Who is responsible for the Fire Alarm Shut down fees, the owner or contractor?

ITEM 19

ADDENDUM NO. 2

MAY 19, 2026

WCC MAIN CAMPUS - BLAND HALL RENOVATION

PROJECT CODE: 260-B4260-040

SFCS - 20301.13

MOBILE STORAGE SHELVING 105626 - 1

SECTION 105626 - MOBILE STORAGE SHELVING

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Mechanically assisted systems.

2. Steel-bracket shelving.

B. Products Furnished, but Not Installed, under This Section:

1. Inserts in cast-in-place concrete.

1.2 ACTION SUBMITTALS

A. Product Data:

1. Mechanically assisted systems.

2. Steel-bracket shelving.

B. Product Data Submittals: For each product.

1. Include mobile operation, construction details, material descriptions, dimensions of individual components and profiles, and finishes for mobile storage shelving systems and accessories.

C. Shop Drawings:

1. Include plans, elevations, sections, and details.

2. Show shelving layout.

3. Show location and extent of rail system including depth required if recessed.

4. Show clear-aisle widths from face of carriages.

5. Detail fabrication and installation of mobile shelving systems including methods of anchoring shelves to carriages and rails to building structure as required for seismic restraint.

D. Samples: For each exposed product and for each color and texture specified, 6 inches in size.

E. Seismic Design Calculations: For seismic design of mobile storage shelving systems including analysis data signed and sealed by the qualified professional engineer responsible for their preparation.

1.3 INFORMATIONAL SUBMITTALS

A. Qualification Data: For Installer and manufacturer.

WCC MAIN CAMPUS - BLAND HALL RENOVATION

PROJECT CODE: 260-B4260-040

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MOBILE STORAGE SHELVING 105626 - 2

B. Sample Warranty: For manufacturer's special warranty.

1.4 CLOSEOUT SUBMITTALS

A. Maintenance Data: For mobile shelving systems and operating manuals to include in maintenance manuals.

1.5 MAINTENANCE MATERIAL SUBMITTALS

A. Furnish extra materials that match products installed and that are packaged with protective covering for storage and identified with labels describing contents.

1. Shelf Units: provide one of each installed size and type indicated, .

1.6 QUALITY ASSURANCE

A. Manufacturer Qualifications: A manufacturer capable of fabricating mobile storage shelving that meets or exceeds performance requirements indicated and of documenting this performance by test reports, and calculations.

B. Installer Qualifications: An entity that employs installers and supervisors who are trained and approved by manufacturer.

1.7 PROJECT CONDITIONS

A. Field Measurements: Verify actual locations of support rail anchors, depressed slab, embedded conduit, and other construction contiguous with mobile storage shelving by field measurements before fabrication.

1.8 WARRANTY

A. Special Warranty: Manufacturer agrees to repair or replace components of mobile shelving systems that fail in materials or workmanship within specified warranty period.

1. Failures include, but are not limited to, the following:

a. Deterioration of metals, metal finishes, and other materials beyond normal wear.

2. Warranty Period: Five years from date of Substantial Completion.

PART 2 - PRODUCTS

2.1 SOURCE LIMITATIONS

A. Obtain mobile storage systems including shelving from single manufacturer.

WCC MAIN CAMPUS - BLAND HALL RENOVATION

PROJECT CODE: 260-B4260-040

SFCS - 20301.13

MOBILE STORAGE SHELVING 105626 - 3

2.2 PERFORMANCE REQUIREMENTS

A. Seismic Performance: Mobile shelving systems are to withstand the effects of earthquake motions determined according to ASCE/SEI 7.

B. Structural Performance: Provide mobile shelving systems capable of supporting the following:

1. Load per Linear Foot of Carriage: 1000 lb/ft..

2. Total Load: 16,000 lbs per carriage.

2.3 SYSTEMS AND COMPONENTS

A. General: Provide manufacturer's standard mobile storage shelving systems and components. Where components are not otherwise indicated, provide manufacturer's standard components as required for a complete system.

B. Inserts: Furnish required concrete inserts and similar anchorage devices for installing track system, and furnish other components of work where installation of devices is specified in another Section.

C. Flooring: Underlayment thickness required to bring aisle floor finish flush with rail tops.

1. Plywood Underlayment: DOC PS 1, Interior, Underlayment.

a. Fire-Retardant-Treated Plywood by Pressure Process: Products with a flame-spread index of 25 or less when tested in accordance with ASTM E84.

2. Ramps: Manufacturer's standard metallic-coated, cold-rolled steel ramp not steeper than 1:12.

3. Floor Finish: As scheduled on drawings.

D. Tracks: Steel rails with tops machined to mate with guide wheels and with ends designed to provide smooth, secure continuity between sections without field welding.

Provide mounting brackets, anchorage devices, adjustable leveling devices, and stops at terminations of rails to prevent carriages from running off track ends.

1. Mounting: Surface mounted.

E. Carriages: Rigid frames consisting of C-shaped cold-formed steel beams and cross beams, designed to allow secure anchorage of shelving units.

1. Carriage Width: refer to drawings.

2. Carriage Length: refer to drawings.

3. Wheels: Manufacturer's standard number of bearing-mounted, steel wheels, precision ground to mate with tracks.

4. Bumpers: Provide two rubber bumpers with minimum depth of 1/2 inch each side.

WCC MAIN CAMPUS - BLAND HALL RENOVATION

PROJECT CODE: 260-B4260-040

SFCS - 20301.13

MOBILE STORAGE SHELVING 105626 - 4

F. Anti-Tip Brackets: Mount on carriage for engagement with track system to secure units against tipping.

G. Carriage End Panels: Full depth and height of shelving units. Provide at the operating end of each range.

1. Material: Cold-rolled steel sheet, 0.048 inch thick .

2.4 MECHANICALLY ASSISTED SYSTEMS

A. Drive Systems: Geared transmission and chain systems with tensioning device to provide mechanical assistance and uniform movement along entire length of each carriage. Permanently shielded and lubricated.

B. Drive Shaft: Continuous tubular or solid steel shaft, capable of transmitting torque from drive system without distortion.

C. Locking Pins: Located on range end panels to allow locking of individual range carriage when depressed.

2.5 STEEL-BRACKET (CANTILEVER) SHELVING

A. Steel-Bracket Shelving: ANSI Z39.73, shelving consisting of two uprights and two spreaders per section forming a four-sided frame, with adjustable shelves on one or both sides of uprights cantilever-hung by brackets. Configure units for mounting on mobile carriages.

B. Shelving Units :

1. Type: Welded, self-supporting units.

2. Configuration: Double and Single-faced units as indicated on drawings.

3. Width: 36 inches.

4. Height: 90 inches.

5. Shelf Depth: 12 inches nominal, minimum. Refer to drawings.

6. Shelf Styles: Provide the following styles and numbers of adjustable shelves:

a. Flat; six helves.

b. Adjustable divider; shelves. Provide one adjustable partition per shelf with hooks or tabs to fit in slots in divider shelves.

C. Frames:

1. Uprights: Steel channels, 0.060 inch thick, with slots to receive shelf bracket tabs at 1 inch o.c.

2. Spreaders: Tube steel, 0.060 inch thick.

3. Reinforcing Gusset Plates: Triangular steel plates, 0.060 inch thick, with return flange along bottom edge.

D. Adjustable Shelves: 0.048-inch- thick cold-rolled steel sheet. Provide two brackets per shelf; 0.060-inch- thick cold-rolled steel.

WCC MAIN CAMPUS - BLAND HALL RENOVATION

PROJECT CODE: 260-B4260-040

SFCS - 20301.13

MOBILE STORAGE SHELVING 105626 - 5

E. Base: Manufacturer's standard for attachment to mobile carriages.

F. End Panels: Provide where indicated.

1. Steel End Panels: Cold-rolled steel sheet, 0.048 inch (1.22 mm) thick, with smooth finish.

G. Shelving Tops: Provide full length of each range with manufacturer's standard attachment brackets for type of top indicated; cold-rolled steel sheet, 0.048 inch thick.

2.6 MATERIALS

A. Steel Sheet: ASTM A29/AISI Type 1035 or Type 1045; manufacturer's standard.

2.7 STEEL FINISHES

A. Appearance of Finished Work: Noticeable variations in same piece are not acceptable.

Variations in appearance of adjoining components are acceptable if they are within the range of approved Samples and are assembled or installed to minimize contrast.

B. Baked-Enamel or Powder-Coat Finish: Manufacturer's standard two-coat, baked-on finish consisting of prime coat and thermosetting topcoat to achieve a minimum dry film thickness of 2 mils.

1. Color and Gloss: As selected by Architect from manufacturer's full range.

2.8 WOOD FINISHES

2.9 Finishing: Apply manufacturer's standard, baked, clear finish, consisting of a sealer and a conversion varnish or nitrocellulose lacquer topcoat. Sand and wipe clean between applications of sealer and topcoat.

2.10 SYSTEM ACCESSORIES

A. Floor Anchors: Galvanized steel, post-installed expansion anchors, power-actuated fasteners, or threaded concrete screws.

WCC MAIN CAMPUS - BLAND HALL RENOVATION

PROJECT CODE: 260-B4260-040

SFCS - 20301.13

MOBILE STORAGE SHELVING 105626 - 6

2.11 Wall Anchors: Manufacturer's standard galvanized-steel anchors.

2.12 GROUT

A. Nonmetallic, Nonshrink Grout: ASTM C1107/C1107M, noncorrosive and nonstaining hydraulic cement compound conforming to the following requirements, based on the performance of the test specimens at room temperature and in laboratory air.

1. Linear Movement: No shrinkage while setting; maximum expansion limited to

0.002 inch per linear inch (0.05 mm per linear mm).

2. Compressive Strength: 4500 psi (31.03 MPa) at one hour and 8000 psi (55.16 MPa) at seven days when tested in accordance with ASTM C109/C109M.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine areas, with Installer present, for compliance with requirements for installation tolerances, location of framing and reinforcements, and other conditions affecting performance of mobile shelving systems.

B. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 INSTALLATION

A. Level and plumb tracks to a tolerance of 0.09 inch in 120 inches with no more than 0.06-inch variation between adjacent rails. Use permanent shims or non-shrink grout as indicated by manufacturer.

B. Surface-Mounted Track Systems: Install underlayment, ramps, and finish flooring according to manufacturer's written instructions and flush with track surfaces. Do not extend ramps beyond ends of carriages.

C. Carriage Installation: Mount mobile carriages on track system with anti-tip brackets engaged by rails and adjust for smooth operation. Provide non-moving carriages securely fixed to rails where indicated.

3.3 INSTALLATION OF SHELVING

A. Attach shelving units to carriages according to manufacturer's written instructions and as required to prevent vibration during movement.

1. Level and plumb shelving units to a tolerance of 1/8 inch in 96 inches.

B. Starter/Adder Units: Connect groups together with standard fasteners according to manufacturer's written instructions, using concealed fasteners where possible.

WCC MAIN CAMPUS - BLAND HALL RENOVATION

PROJECT CODE: 260-B4260-040

SFCS - 20301.13

MOBILE STORAGE SHELVING 105626 - 7

C. Install shelves in shelving units at locations indicated on Drawings and according to manufacturer's written instructions.

D. Shelving Enclosure Panels: Install end panels and canopy tops with concealed fasteners.

3.4 CLEANING AND PROTECTING

A. Repair or remove and replace defective work as directed on completion of installation.

B. Clean finished surfaces, touch up as required, and remove or refinish damaged or soiled areas to match original factory finish, as approved by Architect.

C. Protect installed products from damage during remainder of the construction period.

3.5 DEMONSTRATION

A. Engage a factory-authorized service representative to train Owner's maintenance personnel to adjust, operate, and maintain mobile storage shelving.

END OF SECTION

DN

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

A

B

C

D

E

F

PEARSON VUE

TESTING

TESTING

PROCTOR(S)

6 6

6 6

12 12

121212 12

COORDINATE CEILING ACCESS

AND RESTORATION WITH THE

REQUIRED MECHANICAL

DEMOLITION. RE: MECHNICAL

A4.1A2.1

EXISTING TO

REMAIN

EXISTING TO

REMAIN

EXISTING TO

REMAIN

10 10 10

1'

- 8

E

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

BEFORE WORK HAS BEGUN, CONTRACTORS SHALL MAKE A THOROUGH SURVEY OF THE BUILDING AND NOTIFY THE OWNER IN WRITING OF ALL DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THOSE SHOWN ON THE DRAWINGS. FAILURE BY THE CONTRACTOR TO HAVE ACQUAINTED HIMSELF WITH AVAILABLE INFORMATION CONCERNING EXISTING CONDITIONS SHALL NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITIES OF PERFORMANCE

OF WORK IN ACCORDANCE WITH REQUIREMENTS OF THE CONTRACT DOCUMENTS.

THESE DRAWINGS HAVE BEEN DEVELOPED FROM EXISTING DRAWINGS AND MAY NOT REFLECT ACTUAL FIELD CONDITIONS THE CONTRACTOR SHALL VERIFY FIELD CONDITIONS AND NOTIFY THE ARCHITECT IN WRITING OF ANY WORK DESCRIBED IN THE CONTRACT DOCUMENTS WHICH CANNOT BE PERFORMED DUE TO EXISTING CONDITIONS.

PROTECT FROM DAMAGE ALL MATERIALS TO REMAIN.

CONTRACTOR SHALL USE CAUTION WHEN PERFORMING DEMOLITION AT OR NEAR FIRE-RATED WALLS OR SHAFTS SO AS NOT TO DISRUPT INTEGRITY OF THE FIRE RATING OF THE WALLS OR SHAFTS AND REPAIR DAMAGE TO WALLS OR SHAFTS AS REQUIRED, TO ENSURE CONDITIONS RATINGS REPAIR ADJACENT SURFACES AS REQUIRED TO RECEIVE

NEW FINISH.

DEMOLITION WORK INCLUDES, BUT IS NOT NECESSARILY LIMITED TO THOSE ITEMS NOTED. OTHER ITEMS OF A MINOR NATURE WHICH MAY EXIST BUT ARE NOT SPECIFICALLY NOTED ON THE DRAWINGS ARE TO BE REMOVED AS REQUIRED, TO PROVIDE ACCESS AND ALLOW ALTERATION OR NEW WORK TO PROCEED. REPAIR ADJACENT

SURFACES AS REQUIRED TO RECEIVE NEW FINISHES.

NOT ALL MECHANICAL, ELECTRICAL AND PLUMBING, EQUIPMENT WHICH IS REQUIRED TO BE REMOVED IS SHOWN.

CONTRACTOR SHALL REMOVE ALL SUCH EQUIPMENT WHICH WILL INTERFERE WITH NEW CONSTRUCTION. EQUIPMENT WHICH WILL NO LONGER BE USED (EG. PIPES, CONDUITS AND DUCTS) SHALL BE REMOVED COMPLETELY BACK TO THE POINT OF SERVICE AND CAPPED OR PLUGGED. ALSO SEE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS

FOR ADDITIONAL DEMOLITION NOTES.

IF ANY HAZARDOUS MATERIALS ARE ENCOUNTERED BY THE GENERAL CONTRACTOR, INCLUDING BUT NOT LIMITED TO MATERIALS CONTAINING ASBESTOS, LEAD PAINT, ETC., WORK IS TO BE STOPPED AND THE ARCHITECT IMMEDIATELY

NOTIFIED.

WHERE PLUMBING FIXTURES ARE NOTED TO BE REMOVED, ALL ASSOCIATED TOILET ACCESSORIES SHALL ALSO BE

REMOVED.

REMOVE OR MODIFY EXISTING CONSTRUCTION AS SHOWN. TYPICAL WALL AND CEILING REMOVAL INCLUDES FINISHES, TRIM, BASES, DOORS AND FRAMES, MECHANICAL, PLUMBING AND ELECTRICAL SYSTEMS CONTAINED THERIN UNLESS NOTED OTHERWISE. REMOVE ALL EXISTING DEVICES (SWITCHES, RECEPTACLES, TELEPHONE, CONDUIT, WIRE, ETC.)

IN EXISTING WALLS TO BE REMOVED. REMOVE EXISTING LIGHT FIXTURES, DIFFUSERS, SPEAKERS, CONDUIT, WIRE, ETC. WHERE EXISTING CEILING IS TO BE REMOVED. SAW CUT SLAB ON GRADE AS REQ'D TO ACCOMODATE NEW UNDERGROUND UTILITY LINES AND PATCH SLABS FLUSH W/ EXIST. DOWEL NEW/ EXIST AS REQ'D TO PREVENT

SETTLEMENT.

AREAS OF EXISTING SURFACES NOT SCHEDULED FOR DEMOLITION WHICH BECOME DAMAGED, SHALL BE PATCHED OR REPAIRED TO MATCH ADJACENT SURFACE THICKNESS, FINISH AND TEXTURE.NEW WORK SHALL BE PRIMED PRIOR TO

RECEIVING FINISH COATS.

ALL EXISTING WALLS AND PARTITIONS THAT ARE SCHEDULED TO REMAIN AND RECEIVE NEW FINISHES SHALL BE PATCHED, REPAIRED, OR RESURFACED AS REQUIRED TO PROVIDE A SMOOTH SURFACE FOR THE NEW FINISHES.

REPAIR ADJACENT SURFACES AS REQUIRED TO RECEIVE NEW FINISH.

ALL EXISTING FLOOR AND WALL SURFACES THAT HAVE BEEN DAMAGED BY THIS RENOVATION SHALL BE REPAIRED OR

PATCHED TO MATCH THEIR FINISH PRIOR TO THE START OF CONSTRUCTION.

CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF DEMOLITION OF EXISTING CONCRETE SLAB FOR THE

INSTALLATION OF PLUMBING WORK. REFER TO PLUMBING DRAWINGS FOR EXTENT OF WORK.

CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL SHORING AND BRACING NECESSARY TO PROTECT EXISTING CONSTRUCTION TO REMAIN. CONTRACTOR SHALL PROVIDE SUITABLE SHORING AND BRACING AS REQUIRED TO SUPPORT LOADS IMPOSED OR RESULTING FROM DEMOLITION WORK. REFER TO SPECIFACTION SECTION 02150 AND

STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.

RENOVATION OR EXTENTSIONS OF EXISTING SYSTEMS MAY REQUIRE WORK IN AREAS NOT NOTED WITHIN THE SCOPE.

FLOORS, CEILINGS, AND WALLS AFFECTED BY ADJACENT CONSTRUCTION SHALL BE REPAIRED AS STATED ABOVE.

GENERAL DEMOLITION NOTES

DEMOLITION KEY NOTES

2 REMOVE PARTITION AS INDICATED TO ACCOMMODATE NEW DOOR AND FRAME

3 REMOVE EXISTING DOOR AND FRAME IN ITS ENTIRETY. PREP OPENING FOR NEW DOOR AND

FRAME.

4 REMOVE EXISTING DOOR OR WINDOW IN ITS ENTIRETY, INCLUDING ANY SIDE LIGHTS OR

TRANSOMS. INFILL WITH SIMILAR CONSTRUCTION AS ADJACENT WALL.

5 REMOVE FLOOR FINISH IN ITS ENTIRETY AND PREPARE SUBSTRATE TO ACCEPT NEW FINISH.

6 REMOVE CEILING IN ITS ENTIRETY INCLUDING ALL LIGHT FIXTURES, HVAC ELEMENTS, HANGERS, SUPPORTS, ETC. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR EXTENT OF ABOVE

CEILING DEMOLITION AND/OR RETENTION.

1 REMOVE PARTITION IN ITS ENTIRETY, INCLUDING ALL FIXTURES AND DEVICES.

9 REMOVE CASEWORK IT ITS ENTIRETY.

8 REMOVE GWB AND METAL STUD COLUMN SURROUND IN ITS ENTIRETY. RETAIN MASONRY

COLUMN SURROUND INTACT.

10 REMOVE ALL EXISTING WALL FINISH AND FURRING TO MASONRY SUBSTRATE. PREPARE

SUBSTRATE TO ACCEPT NEW FINISH.

11 CAP, FILL, AND REPAIR FLOOR AS REQUIRED TO BE SMOOTH AND LEVEL ACROSS DEMOLISHED

PARTITIONS SUCH THAT SUBSTRATE IS CONSISTENT AND LEVEL TO ACCEPT NEW FINISH

FLOORING.

7 REMOVE PARTITION AS INDICATED TO ACCOMMODATE NEW WINDOW

12 DEMOLISH BULKHEAD BETWEEN COLUMNS. RETAIN AND REPAIR FINISH AT ADJACENT WALL AS

REQUIRED TO COORDINATE WITH NEW BULKHEAD.

13 EXISTING LOCKERS - SALVAGE AND STORE FOR RE-INSTALLATION. RE: A1.1 FOR NEW

LOCATION.

OFFICE

OFFICE

OFFICE

OFFICE

STOR

OFFICE

OFFICE

OFFICE

CUBICLE

101c

CUBICLE

101b

OFFICE

SMALL TESTING

OFFICE

WAITING

MULTIPURPOSE

STORAGE

112a

BUSINESS

SUPPLY

112b

OFFICE

102a

OFFICE

102b

OFFICE

103A

CUBICLE

101a

VESTIBULE

119a

N

N

2'

1'

SC

AL

E:

'-0

1'

2' 3'

SC

AL

E:

/4

'-0

1/

2' 1'

SC

AL

E:

'-0

1'

2'

1' 2'

SC

AL

E:

/2

'-0

4'

8'

SC

AL

E:

/8

'-0

2'

4' 8'

SC

AL

E:

/4

'-0

1'

2' 4'

SC

AL

E:

/2

'-0

2'

4' 6'

SC

AL

E:

/8

'-0

N

SFCS Inc. 305 South Jefferson Street Roanoke, Virginia 24011.2003

540.344.6664 Fax 540.343.6925

www.sfcs.com

N

:PROJECT ENGINEER

DRAWING

COMM. NO. DATE

REVISION DESCRIPTION

DRAWING TITLE

APPROVED BY

CHECKED BY

NO.

DRAWN BY

DATE

PROJECT ARCHITECT

PROJECT DESIGNER

PROJECT TITLE

JULY 16, 2025

WCC MAIN CAMPUS -

BLAND HALL RENOVATION

WYTHEVILLE, VA

BID SET

BLB/CYW

PLAN NOTES

GENERAL NOTES

KEYPLAN

BLB

PLAN NORTH

PLAN NORTHTRUE NORTH

TRUE NORTH

PROJECT CODE: #260-B4260-040

N.I.C.

WORK

AREA

N.I.C.

Autodesk Docs://20301.13 - Wytheville CC - Student Success Renovation/20301.13 - WCC Bland Hall LRC Renovation - ARCH Central.rvt

DDP

BLB

20301.13

GROUND FLOOR

DEMOLITION PLANS

AD1.0

CIW/AJM

1/8" = 1'-0"AD1.0

DEMO RCP - GROUND FLOOR1

1/8" = 1'-0"AD1.0

GROUND FLOOR - DEMO PLAN2

1. REFER TO COVER SHEET FOR REQUIRED ASBESTOS AND LEAD

STATMENTS.

1 ADD. NO. 2 5/19/26

UP

DN

UP

DN

OS

OS

OS

OS

S

S

S

SS

S

S

S

S

S SS

OS

S

S

S

S

S

S

S

WAP

S S S

S S S

S

SSS

S

S S

SSS S S

S

S S

S

S

S

S

S

S S

S S

S

S

S S

S S

S S

S S

S

S

S

S

S

S

S S

S

S

S

S

S

S

S

S

S

S

S

S S S

WAP

WAP

C

OS

OS OS

OS

S

OS OS

OS

OS

OS

OSOS

OS OS

OS

OS OS

OS OS

PAINTED GYPSUM BOARD

SUSPENDED ACOUSTIC CEILING

SYSTEM

REFLECTED CEILING PLAN LEGEND

RECESSED TROFFER

RECESSED DOWNLIGHT

SURFACE FIXTURE LIGHT

CEILING DIFFUSER

CEILING OUTLET

CEILING DATA

SMOKE DETECTOR

EXIT SIGN

SUSPENDED LINEAR LIGHT FIXTURE

S

FIRE ALARM SPEAKER -

CEILING MOUNTED

S

SPEAKERS

WIRELESS ACCESS POINTWAP

CEILING RETURN

OCCUPANCY SENSORSO

FIXED SECURITY CAMERAC

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

A

B

C

D

E

F

Existing Classroom, N.I.C.

Exist Testing Center, N.I.C.

TESTING

PROCTOR(S)

PEARSON VUE

TESTING

Existing Mech Room N.I.C.

x110

Exist Women's N.I.C.

x106

Exist Jan. N.I.C.

x107

Existing Corridor, N.I.C.

120x

TESTING ENTRY

104A

STACKS

VESTIBULE

VEST.

119a

EXISTING TO REMAIN

EXISTING TO REMAIN

EXISTING

TO REMAIN

VENDING

MACHINES,

BY OWNER

Exist Men's Toilet N.I.C.

x108

WORK ROOM

COLLAB ROOM 3

COLLAB ROOM 2

DATA CLOSET

CORR.

102B

COLLAB ROOM 1

DIGITAL

RESOURCES

OFFICE

OFFICE

A7.1A1.1K

A7.1A1.1

J

A7.1A1.1

A7.1A1.1

C

101X

105X

106X

X117

X109aB

X108eX107eX106e

X109aA

X119

X119A

X109aCX101A

X2

X3

X1

X105A

X4

X121

X110a

X110M

X122

LRC

CORRIDOR

114B

2 110

108B 10107

114A

108A

COFFEE

COUNTER

104A

A

A7.1A1.1

D

B

A7.1A1.1G

H

F

A5.1A1.1

S D1

J

C

C

C

C

CC

C S

D S

DS

D

S D

D C

C

2"

ALIGN CENTERLINE OF PARTITIONS WITH

CENTERLINE OF EXIST STEEL MULLIONS

2"

3" V

.I.F

4' - 0" 7' - 2" 4' - 1 1/8" 35' - 10 3/8"

ALIGN

7 1 /8"

V.

I.F

2"

5 3 /8"

5 5 /8"

4'

- 0

7/ 8"

6'

- 0

4 7

/8"

9 1 /2"

5'

- 7

2'

- 9

1/ 4"

8'

- 5

/16

4 1

1/1 6"

3'

- 7

1/ 2"

14' - 10" 8' - 7 13/16" ± 3' - 3 1/2"

B

D

A

A

A

BA

C

A

5' - 2"

4' - 3 1/8" 9' - 3 1/8" 1' - 10 1/4" 10' - 2 5/8" 3' - 10" 2' - 0" 14' - 2 3/4" 6"

A7.1A1.1 B

SIM OPP

1' - 0 1/8"

KEGLEY

ARCHIVE

STORAGE

ARCHIVE

SEMINAR ROOM

115ARCHIVE FILES

ARCHIVIST

RELOCATED AND

REINSTALLED

BOOKSHELVES

MOBILE SHELVING SYSTEM

21' - 6" V.I.F. 15' - 6" +/- 19' - 10 1/16"

116A

A2.1

A1.1

RELOCATED &

REINSTALLED

EXISTING

LOCKERS

COPY

BY OWNER

FEC

FEC

FILING

CABINETS,

N.I.C.

S D1

N1

J

S L

KK

K

OPERABLE

PARTITION

8 1 /16

KK

A2.1

A1.1

A7.2A1.1

A

1EXISTING

FEC, V.I.F.

ALIGN

AL

IG

N

L

S N1

179' - 4"

0"

J

J

L

L

9'

- 1

5/

L

L

5' - 4" ± 7' - 1 7/8" ± 8' - 9 5/16"5' - 4"

S D1

S D1

N1

TEMPORARY FLOOR

TO CEILING

CONSTRUCTION

BARRIER

A4.1

A1.1

S D1

119A

S D

6 1 /4"

2'

- 6

1' - 10 1/4"

0"

8'

- 3

1/ 2"

V .I.F

6' - 6"

EXISTING

TO REMAIN

EQ

EQ

4' - 9 7/8"

B

E

7'

- 1

3/ 8"

5' - 7" 6' - 0 3/4"

8' - 3 11/16"7' - 10 1/16" 6' - 2 5/8"

1'

- 5

1/ 4" 2' - 7" 2' - 7"

COORDINATE

WITH OPERABLE

PARTITION

K

K

6' - 5 1/4"

S L

EQUIP.

BY OWNER

EQUIP.

BY OWNER

A1.1

A1.1

L

K

0 3 /8"

EXISTING

TO REMAIN

Existing Classroom, N.I.C.

Exist Testing Center, N.I.C.

TESTING

PROCTOR(S)

PEARSON VUE

TESTING

106 Existing Mech Room N.I.C.

x110

Exist Women's N.I.C.

x106

Exist Jan. N.I.C.

x107

Exist Men's Toilet N.I.C.

x108

Existing Corridor, N.I.C.

120x

TESTING ENTRY

104A

STACKS

VESTIBULE

VEST.

119a

WORK ROOM

COLLAB ROOM 3

110 COLLAB ROOM 2

DATA CLOSET

CORR.

102B

COLLAB ROOM 1

DIGITAL

RESOURCES

OFFICE

OFFICE

1 1

7 7

A4.1A1.1

A5.1A1.1

CENTER LIGHT FIXTURE

BETWEEN ADJACENT

BAFFLES, TYP. ALL

SUSPENDED LIGHT

FIXTURES

A1.1A1.1

A5.1A1.1

1010 11

KEGLEY

ARCHIVE

STORAGE

ARCHIVIST

ARCHIVE FILES

ARCHIVE

SEMINAR ROOM

C

TEMPORARY FLOOR

TO CEILING

CONSTRUCTION

BARRIER

COORDINATE CEILING ACCESS

AND RESTORATION WITH THE

REQUIRED MECHANICAL

DEMOLITION. RE: MECHNICAL

1'

- 1

1/ 2"

1'

- 1

1/ 2" 7

ALIGN

ALIGN

ALIGN

2' - 6"

S

10 11'-8" A.F.F.

1 EXISTING TO REMAIN

8 10'-6" A.F.F.

4 9'-6" A.F.F.

3 9'-0" A.F.F.

REFLECTED CEILING PLAN NOTES

2 8' - 6" A.F.F.

6 10' - 1" A.F.F.

7 10' - 4" A.F.F.

9 11' - 0" A.F.F.

5 11' - 0" A.F.F. 11 10'-0" A.F.F.

12 8'-10" A.F.F.

13 SUSPENDED CEILING BAFFLE

FINISHED CEILING, RE: RCP

PARTITION TRACK

COORDINATE WITH CEILING FINISH

EXISTING FLOOR JOISTS

VERIFY IN FIELD

RE: STRUCTURAL DETAIL 6/A4.1

VE

RI

FY

IN

FI

EL

D

PROVIDE 3.5" SOUND BATT

FULL LENGTH ON EACH

SIDE OF OPERATBLE

PARTITION, MIN. 2'-0" WIDE

J

J

J

PROVIDE SOLID FRT WOOD

BLOCKING FOR FULL HEIGHT

OF OPERABLE PARTITION

OPERABLE PARTITION W/

MANUFACTURER'S

STANDARD JAMB SEAL

EXISTING MASONRY COLUMN

SURROUND

5 1/2"

N

N

2'

1'

SC

AL

E:

'-0

1'

2' 3'

SC

AL

E:

/4

'-0

1/

2' 1'

SC

AL

E:

'-0

1'

2'

1' 2'

SC

AL

E:

/2

'-0

4'

8'

SC

AL

E:

/8

'-0

2'

4' 8'

SC

AL

E:

/4

'-0

1'

2' 4'

SC

AL

E:

/2

'-0

2'

4' 6'

SC

AL

E:

/8

'-0

N

SFCS Inc. 305 South Jefferson Street Roanoke, Virginia 24011.2003

540.344.6664 Fax 540.343.6925

www.sfcs.com

N

:PROJECT ENGINEER

DRAWING

COMM. NO. DATE

REVISION DESCRIPTION

DRAWING TITLE

APPROVED BY

CHECKED BY

NO.

DRAWN BY

DATE

PROJECT ARCHITECT

PROJECT DESIGNER

PROJECT TITLE

JULY 16, 2025

WCC MAIN CAMPUS -

BLAND HALL RENOVATION

WYTHEVILLE, VA

BID SET

BLB/CYW

PLAN NOTES

KEYPLAN

BLB

PLAN NORTH

PLAN NORTHTRUE NORTH

TRUE NORTH

PROJECT CODE: #260-B4260-040

N.I.C.

WORK

AREA

N.I.C.

Autodesk Docs://20301.13 - Wytheville CC - Student Success Renovation/20301.13 - WCC Bland Hall LRC Renovation - ARCH Central.rvt

DDP

BLB

20301.13

GROUND FLOOR

PLANS

A1.1

AJM/CIW

1 INFILL TO MATCH ADJACENT EXISTING CONSTRUCTION. PROVIDE

PER UL D902.

2 67" CLEAR TURNING RADIUS

1/8" = 1'-0"A1.1

GROUND FLOOR PLAN1

1/8" = 1'-0"A1.1

GROUND FLOOR REFLECTED

CEILING PLAN2

1 1/2" = 1'-0"A1.1 A1.1

4 CEILING AT OPERABLE PARTITION

1 1/2" = 1'-0"A1.1 A1.1

3 OPERABLE PARTITION JAMB

A7.2A2.1

2"

42' - 0"

2"

EXISTING TO REMAIN

2" 2'

- 1 0"

6'

- 4

4"

3'

- 3

4"

ALIGN

ALIGN

21' - 4"

21' - 4"

J

ALIGN

1' - 0 3/8" 11 5/8"

KK2'

- 6

1' - 10 1/4" V.I.F.

J

L

K 1'

- 1

3/

1'

- 8

/16

3' - 0"3' - 0" 3' - 2 3/4"3' - 10"

1/2

3'

- 1

1 3 /8"

2'

- 0

1' - 9 5/8" 1' - 10 1/4"

1'

- 0

1/ 2"

J

6" S

L

H

S L

END CAP, TYP.

L

RELOCATED 42" TALL SHELVES

OWNER PROVIDED CONTRACTOR INSTALLED

84" TALL SHELVES, TYP.

OWNER PROVIDED CONTRACTOR INSTALLED

1'

- 0

1/ 2"

1/2

S L

S D

PROVIDE CONTINUOUS HORIZONTAL FRAMING

AT 2'-0" VERTICAL SPACING AS REQUIRED PER

MANUFACTURERS RECOMMENDATIONS FOR

SECURE ATTACHMENT OF SHELVING,

COORDINATE WITH SHELVING MANUFACTURER

84" TALL SHELVES, TYP.

84" TALL SHELVES

OWNER PROVIDED

CONTRACTOR

INSTALLED

L

L

END CAP, SIM. END CAP, SIM.

END CAP,

TYP.

END CAP,

SIM.

EA. END

3' - 0"

2'

- 6

0"

A4.1A2.1

1'

- 1

2'

- 0

1'

- 1

2'

- 0

KNEE WALL BELOW,

TYP. RE: ELEVATION

AL

IG

N

AL

IG

N

A4.1A2.1

MOBILE SHELVING SYSTEM

2' - 0"

2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 10" 5' - 1 1/8" 1' - 2"

0"

4"

SLOPED FLOOR

TRANSITION

FURRING AND GWB

TO MATCH ADJACENT

CONSTRUCTION

BRICK AND MASONRY INFILL

TO MATCH ADJACENT

CONSTRUCTION

PROVIDE END UNIT SHELVING

AS STATIONARY COMPONENTS

2'

- 2

MOBILE SHELVING TRACK SYSTEM

PER MANUFACTURER'S

REQUIREMENTS

KEGLEY

ARCHIVE

STORAGE

EQ EQ

A2.1A2.1 ARCHIVIST

ARCHIVE FILES

ARCHIVE

SEMINAR ROOM

7/

8" V

.I.F

C

C C

H

H

H

HH

DF

DF: DOUBLE-FACED SHELVING

SF: SINGLE-FACED SHELVING

CL-21: PROVIDE MIN CLEAR WIDTH OF 21"

CL-34: PROVIDE MIN CLEAR WIDTH OF 34"

DF DF DF DF

SF

CL-21 CL-34

GUIDE WHEEL OF

MOBILE SHELVING

STEEL RAIL SIZED BY

MANUFACTURER

GROUT, LEVEL RAIL

AS REQUIRED PER

MANUFACTURER'S

RECOMMENDATIONS

FIRE-RETARDANT-

PLYWOOD

FINISH FLOOR,

RE: INTERIORS

LEVELING COMPOUND

AS REQUIRED

ADA COMPLIANT FLOOR

TRANSITION BY SHELVING

MANUFACTURER

REINFORCING GUSSET, NEW

SECURED BETWEEN EACH

WELDED FRAME AND AT EACH

END WITH MANUFACTURER'S

STANDARD 1/4"-20 X 1" HEX-HEAD

MACHINE BOLTS

END PANEL BEYOND, NEW

SECURE TO SHELVING

PER SHELVING

MANUFACTURER'S

INSTALLATION

INSTRUCTIONS

SHELF CANOPY AND

BRACKET, EXISTING

TO BE RELOCATED

TOP TIE STRUT, CONTINUOUS

ACROSS ALL STACKS, EXISTING TO

BE RELOCATED, SPACED AND

SECURED PER MANUFACTURER'S

INSTALLATION INSTRUCTIONS

WELDED FRAME, EXISTING

TO BE RELOCATED

BASE SUPPORT, EXISTING

TO BE RELOCATED

REINFORCING GUSSET, NEW

SECURED TO SLAB ON GRADE FLOOR

WITH 1/2" DIA. EXPANSION ANCHORS

WITH 2-1/4" EMBEDMENT DEPTH

SHIM AS REQUIRED TO PROVIDE

PLUMB AND LEVEL SHELVES

2 5/16" 2 5/16"

NOTE: FOLLOW MANUFACTURER'S

INSTALLATION INSTRUCTIONS. NOTIFY

ARCHITECT IMMEDIATELY OF ANY

DISCREPANCY BETWEEN DRAWINGS AND

MANUFACTURER'S INSTRUCTIONS.

REINFORCING SWAY BRACES, NEW

SECURED WITHIN EACH WELDED

FRAME WITH MANUFACTURER'S

STANDARD 1/4"-20 X 1" HEX-HEAD

MACHINE BOLTS

PER MANUFACTURER'S

INSTALALTION INSTRUCTIONS

PROVIDE 3/16"-8 X 1" TECH-SCREWS

TO SECURE BASE BRACKETS TO

FRAME, TYP ALL BASE BRACKETS

N

2'

1'

SC

AL

E:

'-0

1'

2' 3'

SC

AL

E:

/4

'-0

1/

2' 1'

SC

AL

E:

'-0

1'

2'

1' 2'

SC

AL

E:

/2

'-0

4'

8'

SC

AL

E:

/8

'-0

2'

4' 8'

SC

AL

E:

/4

'-0

1'

2' 4'

SC

AL

E:

/2

'-0

2'

4' 6'

SC

AL

E:

/8

'-0

SFCS Inc. 305 South Jefferson Street Roanoke, Virginia 24011.2003

540.344.6664 Fax 540.343.6925

www.sfcs.com

N

:PROJECT ENGINEER

DRAWING

COMM. NO. DATE

REVISION DESCRIPTION

DRAWING TITLE

APPROVED BY

CHECKED BY

NO.

DRAWN BY

DATE

PROJECT ARCHITECT

PROJECT DESIGNER

PROJECT TITLE

JULY 16, 2025

WCC MAIN CAMPUS -

BLAND HALL RENOVATION

WYTHEVILLE, VA

BID SET

BLB/CYW

GENERAL NOTES

BLB

PLAN NORTHTRUE NORTH

PROJECT CODE: #260-B4260-040

Autodesk Docs://20301.13 - Wytheville CC - Student Success Renovation/20301.13 - WCC Bland Hall LRC Renovation - ARCH Central.rvt

DDP

BLB

20301.13

ENLARGED PLANS AND

DETAILS

A2.1

CIW/AJM

1/4" = 1'-0"A1.1 A2.1

1 ENLARGED PLAN - STACKS 103

1/4" = 1'-0"A1.1 A2.1

2 ENLARGED PLAN - KEGLEY ARCHIVE

1 1/2" = 1'-0"A2.1 A2.1

3 MOBILE SHELVING TRACK DETAIL

1/2" = 1'-0"A2.1

SEISMIC DETAILS - STACK SHELVING4

DOOR TYPE ABBREVIATIONS

DOOR NOTES

NOTE 1: 3/4" DOOR UNDERCUT.

GLASS TYPES

1/4" THICK CLEAR FULLY TEMPERED SAFETY GLASS.1

AL - ALUMINUM

FBG - FIBERGLASS

FD - FOLDING DOOR

FG - FULL GLASS

FL - FULL LOUVER

HC - HOLLOW CORE

HG - HALF GLASS

HGP - HALF GLASS PANEL

HM - HOLLOW METAL

G - GLASS

MDF - MEDIUM DENSITY FIBERBOARD

NV - NARROW VISION

OCD - OVERHEAD COILING DOOR

OSD - OVERHEAD SECTIONAL DOOR

PL - PLASTIC LAMINATE

SR - SOUND RATED

SS - STAINLESS STEEL

STL - STEEL

TR - THERMAL RATED

WD - WOOD

WSR - WOOD STILE & RAIL

V - VISION

1/4" THICK CLEAR FIRE GLASS.

1.

A.

B.

C.

a.

NOTES:

RATED GLAZING IN 1-HOUR FIRE PARTITIONS-

CORRIDOR WALLS PER TABLE 716.1(2)

MIN ASSEMBLY RATING: 1/3 HOUR ASSEMBLY

DOOR VISION PANEL SIZE: MAXIMUM SIZE

TESTED

FIRE-RATED GLAZING MARKING DOOR VISION

PANEL: D-20

PER TABLE 716.1(1)

"D" REFERS TO NFPA 252 -OR- UL

10B -OR- UL 10C

FIN

FLOOR

7'

- 0

2"

2" VARIES 2"

7'

- 0

4"

2" VARIES 2"

FIN

FLOOR

F

(FLUSH)

NV

(NARROW VISION)

HG

(HALF GLASS)

FG

(FULL GLASS)

AT RATED

DOORS

AT RATED

DOORS

AT RATED

DOORS

1'

- 0

5'

- 6

6" 7'

- 0

3' - 0"

6" 2' - 0" 6"

7'

- 0

3'

- 6

3'

- 0

6"

6" 2' - 0" 6"

3' - 0"

3'

- 6

3'

- 0

6" 7'

- 0

6" 6" 2' - 0"

3' - 0"

HM FRAME

METAL STUD

RUNNER

SEALANT

STRUT STUD

BEYOND

H1

HM FRAME

SEALANT

SEALANT

1/2

RE

: P

LA

N

1/2

J1

2"

2" SEALANT

HM FRAME

H2

J2

7 5 /8"

- V .I.F

2 1 /8"

- V .I.F

HM FRAME

4"

SEALANT

EXISTING CMU WALL

TO REMAIN

EXISTING CORRIDOR

CEILING TO REMAIN

EXISTING MASONRY

LINTEL(S) TO REMAIN

EXISTING METAL

FURRING & GWB

TO REMAIN

EXISTING METAL

FURRING & GWB

TO REMAIN

EX

IS

T

MA

TC

H

EXISTING BRICK & CMU

WALL TO REMAIN

2"

FIN

FLOOR

A

6' - 4"

3'

- 1

0" 3'

- 4

7'

- 2

B

2' - 4"

3'

- 1

0" 3'

- 4

7'

- 2

1 1

2" 1' - 4" 2" 3' - 0" 2" 1' - 4" 2"

REFER TO DETAILS 1, 2, & 3 ON A4.1 FOR

TYPICAL DETAILS AT HEAD, JAMB, AND SILL

6' - 4"

3'

- 1

0" 3'

- 4

7'

- 2

2" 6' - 0" 2"

C D

5' - 4"

3'

- 4

2" 1' - 0" 2" 2' - 8" 2" 1' - 0" 2"

2"

1/2" RE: PLAN 1/2"

HM FRAME

SEALANT

GLASS STOP

GLAZING

ROOM SIDE

HM FRAME

METAL STUD

RUNNER

SEALANT

STRUT STUD

BEYOND

2"

1/2" RE: PLAN 1/2"

GLASS STOP

GLAZING

ROOM SIDE

GLASS STOP

GLAZING

ROOM SIDE

2"

1/2

RE

: P

LA

N

1/2

HM FRAME

SEALANT

SEALANT

EXIST EXTERIOR

METAL WINDOWS

CONT 16 GAUGE

GALV BRAKE METAL

CLOSURE, STUFF W/

MINERAL WOOL INSUL,

PAINT

EQ EXIST MET MULLION

2" ± MATCH WIDTH OF

EQ

4" 1 1

/2"

RE: PLAN

SEALANT

EXST 12H5 STEEL

JOIST (TYP)

EXST SLAB ON NON-

COMPOSITE DECK

L3-1/2X3-1/2X1/4 @

48" OC MAX (NOTE 1)

3/16

3/16

EA END

CONT C6X8.2

3/16 2 1/2

3/16 2 1/2

FOLDING PARTITION, BY OTHERS

HANGER BRACKET &

LOCKING FLANGE NUTS

BY MANUFACTURER

1.

NOTES:

PLACE HORIZONTAL L3-1 /2X3- 1/2X1/4 WITHIN 6" OF THE

JOIST BOTTOM CHORD PANEL POINT.

L4X4X1/4 HANGER @ 48" OC

V.I.F.

2' - 0"

3/16

3/16

HEIGHT TO SUIT

PARTITION

MANUFACTURER

EXISTING ROOF AND

INSULATION OVER 1-1/2"

METAL DECK

EXISTING STEEL

JOIST (TYP)

PARTITION WALL, SEE

PLAN AND SCHED

CEILING LINE

362S162-33 BRACE

@ 4' OC MAX

M

AX

60.00°

4-#10 SCREWS AT EA

BRACE, EA END (TYP)

ALTERNATE

BRACES ON EA

SIDE OF PARTITION

3 5/8" METAL

STUDS @ 16" O.C.

5/8" GWB

2 1/2" SOUND

INSULATION,

PER NOTE 1

C

STRUCTURE

CLG

ACTUAL DIMENSION

TYPE

FIRE RATING

SOUND RATING

4 7/8"

2 1/2" METAL

STUDS

@ 16" O.C.

5/8" GWB

K

3 1/8"

PARTITION NOTES:

NOTE 1: SOUND RATING WHERE NOTED ON PLANS.

NOTE 2: BRACE TOP OF PARTITIONS PER 6/A4.1.

NOTE 3: INSULATION IN SOUND RATED PARTITIONS SHALL EXTEND FULL

HEIGHT TO TOP OF PARTITIONS.

NOTE 4: GWB SHALL BE ACOUSTICALLY SEALED AT PERIMETER OF

SOUND RATED PARTITIONS. APPLY SEALANT AROUND ALL CUT

OUTS IN GWB WALL. CAULK SIDES AND BACK OF ELECTRICAL

BOXES.

NOTE 5: DESIGNATED STC RATINGS APPLY TO SOUND RATED PARTITIONS.

NOTE 6: WHERE INSTALLED ADJACENT TO EXISTING CONSTRUCTION,

PROVIDE ADEQUATE FURRING TO ENSURE FACE OF GWB IS

FLUSH TO EXISTING ADJACENT CONSTRUCTION.

NOTE 7: WHERE PARTITION IS INDICATED FOR SOUND, PROVIDE SOUND

BATT INSULATION 2'-0" WIDE ON EACH SIDE OF AND ABOVE

PARTITION AS SHOWN IN PARTITION SCHEDULE.

STC-40

3 5/8" METAL

STUDS @ 16" O.C.

5/8" GWB

L

4 1/4"

5/8" GWB

STC-44

6" METAL STUDS

@ 16" O.C.

6" SOUND

INSULATION,

PER NOTE 1

G

7 1/4"

1 5/8" METAL

STUDS

@ 16" O.C.

5/8" GWB

J

2 1/4"

4"

4" 4"

4"NOTE 2NOTE 2

STRUCTURE

CLG

ACTUAL DIMENSION

TYPE

FIRE RATING

SOUND RATING

1 1/2" METAL

FURRING CHANNELS

@ 16" O.C., NOTE 6

5/8" GWB

H

2 1/4"

4"

UL HW-D-0654

3 5/8" METAL

STUDS @ 16" O.C.

5/8" TYPE "X" GWB

INSULATION

NOTE 1

1/2" RESILIENT

CHANNEL

D1

5 3/8"

1 HR - UL U465

UL HW-D-0342

2 1/2" C-H METAL

STUDS @ 16" O.C.

1" TYPE "X" GYPSUM

LINER PANEL

1 1/2" ACOUSTICAL

INSULATION

NOTE 1

5/8" TYPE "X" GWB

3 1/8"

N1

1 HR - UL U469

STC-47

UL BW-S-0001UL BW-S-0023

3 5/8" METAL

STUDS @ 16" O.C.

5/8" GWB

INSULATION

NOTE 1

1/2" RESILIENT

CHANNEL

D

5 3/8"

4"NOTE 24"

INSULATION

NOTE 1

INSULATION

NOTE 7INSULATION

NOTE 7

INSULATION

NOTE 7

INSULATION

NOTE 7

MIN. 2'-0"

MIN. 2'-0"

NOTE 2

J

PROVIDE CONTINUOUS SOLID BLOCKING

SPACED PER SHELVING MANUFACTURER'S

INSTALLATION INSTRUCTIONS. SECURE

BLOCKING TO MASONRY WALL, WITH

MASONRY SCREW ANCHOR (MIN 100#

TENSILE CAPACITY) @ 16" OC

SINGLE DEPTH CANTILEVER LIBRARY

SHELVING. OWNER PROVIDED,

CONTRACTOR INSTALLED

FINISHED CEILING

SCHEDULED FINISHED FLOORING

EXISTING CONCRETE

SLAB OVER METAL DECK

EXISTING STEEL JOIST (TYP)

PARTITION WALL, SEE

PLAN AND SCHED

CEILING LINE

DEFLECTION TRACK W/

2-0.138" P.A.F. @ 24" OC

1"

PROVIDE CONTINUOUS SOLID BLOCKING

SPACED PER SHELVING MANUFACTURER'S

INSTALLATION INSTRUCTIONS.

SECURE BLOCKING TO METAL STUD

PARTITION PER SPECIFICATIONS

SINGLE DEPTH CANTILEVER LIBRARY

SHELVING. OWNER PROVIDED,

CONTRACTOR INSTALLED

FINISHED CEILING

SCHEDULED FINISHED FLOORING

L

PROVIDE PARTITION BRACING PER 6/A4.1

EXISTING CONSTRUCTION

WALL INFILL,

RE: PLAN

EXISTING SLAB ON GRADE

STANDARD

PUNCHOUT

WALL

FRAMING

1 1/2" CRC - COLD

ROLLED CHANNEL

BRIDGE CLIP WITH

SCREW OR WELD

ATTACHMENT

BRIDGING OPTION STRAP OPTION

2-#8 SCREWS @

STRAP TO BLOCKING

1-#8 SCREW EACH FLANGE,

EACH SIDE 1 1/2" X 33 MIL FLAT STRAP (MIN)

WALL FRAMING

BLOCKING SAME GAUGE AS STUD AT EACH STRAP

ADJACENT TO OPENINGS, EACH END OF WALL AND AT

10'-0" OC HORIZONTAL MAX - BEND SECTION OR CLIP

FLANGE TO FORM VERTICAL

NOTE: REQUIRED WHERE RIGID WALL FINISH

DOES NOT CONTINUE FULL HEIGHT OF WALL

OF EITHER OR BOTH SIDES OF STUD

PA

RT

ITI

ON

H

EI

GH

T

1'-0" MAX

4'-0" OC MAX

WALL SECTION

EXISTING CMU WALL

GROUT 1 COURSE

SOLID ABOVE

OPENING

2-L4X3 1/2X1/4 LLV

LINTEL W/ 8" BEARING

EA END, NOTE 1

1/2"Ø ADHESIVE

ANCHORS @ 24" OC1"

NOTES:

1. TO AVOID SHORING EXISTING CMU WALL, CUT MORTAR

JOINT AND INTALL ANGLE ON ONE SIDE BEFORE CUTTING

THE MORTAR JOINT ON THE OTHER SIDE.

2. ALL LINTELS IN EXTERIOR WALLS SHALL BE HOT-DIPPED

GALVANIZED.

DOOR SCHEDULE

ROOM

DOOR

FIRE

RATING

FRAME

Frame

Material

HARDWARE

CommentsELEV TYPE WIDTH HEIGHT ELEV HEAD JAMB HDWR SET CLOS

ACCESS

CNTRL

101X FG AL 3' - 0" 7' - 2" EXIST EXIST N/A EXIST EGRESS DOOR REMAINS - NO WORK - NOTE 1

104 FG WD 3' - 0" 7' - 0" 1 H1 J1 HM STOR

104A FG WD 3' - 0" 7' - 0" 20 MIN 1 H1 J1 HM OFFICE YES

105X F WD 3' - 0" 7' - 0" EXIST EXIST OFFICE EXIST DOOR AND FRAME REMAINS, NEW LOCKSET ONLY -

NOTE 1

106X F WD 3' - 0" 7' - 0" EXIST EXIST STOR EXIST DOOR AND FRAME REMAINS, NEW LOCKSET ONLY -

NOTE 1

107 FG WD 3' - 0" 7' - 0" 1 H1 J1 HM STOR

108A F WD 3' - 0" 7' - 0" 1 H1 J1 HM STOR

108B F WD 3' - 0" 7' - 0" 1 H1 J1 HM STOR

109 FG WD 3' - 0" 7' - 0" 1 H1 J1 HM STOR

110 FG WD 3' - 0" 7' - 0" 1 H1 J1 HM STOR

111 FG WD 3' - 0" 7' - 0" 1 H1 J1 HM OFFICE

112 F WD 3' - 0" 7' - 0" 1 H1 J1 HM STOR

113 FG WD 3' - 0" 7' - 0" 1 H1 J1 HM OFFICE

114A FG WD 3' - 0" 7' - 0" 1 H1 J1 HM STOR

114B FG WD 3' - 0" 7' - 0" 1 H1 J1 HM STOR

115 NV WD 3' - 0" 7' - 0" 20 MIN 2 H2 J2 HM STOR YES EXIST OPENING W/ NEW FRAME & DOOR

116A NV WD 3' - 0" 7' - 0" 1 H1 J1 HM STOR

117 NV WD 3' - 0" 7' - 0" 1 H1 J1 HM OFFICE

118 NV WD 3' - 0" 7' - 0" 1 H1 J1 HM STOR

119A NV WD 3' - 0" 7' - 0" 20 MIN 1 H1 J1 HM STOR YES

121 HG WD (2) 3' - 0" 7' - 0" 20 MIN 1 H1 J1 HM YES YES

2'

1'

SC

AL

E:

'-0

1'

2' 3'

SC

AL

E:

/4

'-0

1/

2' 1'

SC

AL

E:

'-0

1'

2'

1' 2'

SC

AL

E:

/2

'-0

4'

8'

SC

AL

E:

/8

'-0

2'

4' 8'

SC

AL

E:

/4

'-0

1'

2' 4'

SC

AL

E:

/2

'-0

2'

4' 6'

SC

AL

E:

/8

'-0

SFCS Inc. 305 South Jefferson Street Roanoke, Virginia 24011.2003

540.344.6664 Fax 540.343.6925

www.sfcs.com

:PROJECT ENGINEER

DRAWING

COMM. NO. DATE

REVISION DESCRIPTION

DRAWING TITLE

APPROVED BY

CHECKED BY

NO.

DRAWN BY

DATE

PROJECT ARCHITECT

PROJECT DESIGNER

PROJECT TITLE

JULY 16, 2025

WCC MAIN CAMPUS -

BLAND HALL RENOVATION

WYTHEVILLE, VA

BID SET

BLB/CYW

GENERAL NOTES

BLB

PROJECT CODE: #260-B4260-040

Autodesk Docs://20301.13 - Wytheville CC - Student Success Renovation/20301.13 - WCC Bland Hall LRC Renovation - ARCH Central.rvt

DDP

BLB/DLG

20301.13

DOOR SCHEDULE AND

DETAILS

A4.1

CIW/AJMHOLLOW METAL WINDOW FRAME ELEVATIONS HEAD AND JAMB DETAILS

PARTITION SCHEDULE

1 1/2" = 1' - 0"

3/4" = 1' - 0"

1/4" = 1' - 0" DOOR ELEVATIONS 1/4" = 1' - 0"1/4" = 1' - 0"HM DOOR FRAME ELEV

1 1/2" = 1'-0"A4.1

TYP HM WIN SILL DET3

1 1/2" = 1'-0"A4.1

TYP HM WIN HEAD DET1

1 1/2" = 1'-0"A4.1

TYP HM WIN JAMB DET2

1. DOORS ARE TO BE INSTALLED SO THE BACK OF THE FRAME IS 4", TYP.

TO FACE OF WALL AT INSIDE CORNER, UNLESS NOTED OTHERWISE.

2. ALL INTERIOR GLAZING SHALL BE GLASS TYPE 1 - 1/4" THICK CLEAR

FULLY TEMPERED SAFETY GLASS, U.N.O.

1 1/2" = 1'-0"A1.1 A4.1

4 PARTITION TO MULLION

1" = 1'-0"A1.1 A4.1

9 FOLDING PARTITION BRACING DETAIL

1" = 1'-0"A4.1

TYP PARTITION BRACING DETAIL6

1/2" =…