Addendum #1 - 2024-10-30 - BCCCH IFB#24-24813.pdf

Ad d e n d u m

10 9th S treet , Lynchburg , Vi rginia 24504 p 434-846-8456 | f 434-846-4534 | www.archi tecturalpar tners.com

Botetourt County New Circuit Courthouse

DATE: 10/30/2024

TO: All Bid Document Holders

FROM: Gary E Harvey

COMM. #: 24131

ADDENDUM #: 1

BID DATE: 11/20/2024

BID TIME: 2:00pm

BID LOCATION: Purchasing Office, Rm. 200, at 57 S. Center Drive, Daleville, VA 24083, Atten: Stephanie Sparks - purchasing@botetourtva.gov

This addendum becomes part of the Construction Documents. The following changes, additions, and deletions shall be made to the following documents; all other conditions shall remain the same. Please attach to all copies of the Construction Documents which you are holding.

All Contractors are to state in their bid the receipt of this addendum.

Instruction to Bidders:

ADDENDUM TO THE DRAWINGS:

Number Drawing Detail No.

AD1.1 ALS0.1-

A13.11 n/a Corrected ‘CCH’ section code on title block. Not all sheets are reissued only those that follow this item.

AD1.2 A0.2 MASTER

NOTES

LIST

Note ’420’ added “COORDINATE PLACEMENT OF

DOWELS WITH ADJACENT BRICK TO ACCOMMODATE

RECESSED PANELS.” This note is changed at any place referenced throughout the drawings.

Added note ‘430’ stating “MASONRY TIES @ 24" O.C.

HORIZ. & 16" O.C. MAX VERT. - STAGGERED”

Modified note ‘609’ consolidating and removing note ‘610’

Revised note ‘811.2’ to read “ALUMINUM CLAD WOOD

WINDOW WITH (OBSCURE) PATTERNED GLASS. SEE

SPECIFICATION SECTION 08 8000.”

http://www.architecturalpartners.com/

Revised note ‘1208’ to read “CUSTOM BUILT DISPLAY

SHELVING. SEE SECTION 11/A7.33”

AD1.3 A1.04a – A1.06b

NOTES Added notes stating “SEE 8/A6.02b FOR TYPICAL DOOR

PLACEMENT (UNLESS DIMENSIONED OTHERWISE ON

PLAN)” and “COVER OR SHEATH ALL INSTALLED

FRAMING AND PROVIDE PROTECTION SUCH THAT

WATER CANNOT INFILTRATE THE WALL CAVITY

BELOW”

AD1.4 A1.07 –

A1.08b

NOTES Added note stating “COVER OR SHEATH ALL

INSTALLED FRAMING AND PROVIDE PROTECTION

SUCH THAT WATER CANNOT INFILTRATE THE WALL

CAVITY BELOW”

AD1.5 A1.09a 7 Changed note tag from ‘708.1’ to ‘725’.

AD1.6 A2.03 3 Removed background elements to improve legibility.

9 Added notes “ATTACHED RAILING TO PILASTER W/ BRACKET” and “NOTE: ALL COMPONENTS OF RAILING

ASSEMBLY TO BE PAINTED”

AD1.7 A2.12 6 & 7 Adjusted cornice joint locations to align with window and pilaster edges.

NOTES Added clarification note stating “All dimensions of materials impacting the positioning and attachment of the fiberglass cornice should be verified in the field and any variations noted to the Architect prior to fabrication and installation of the cornice.”

AD1.8 A5.12 1, 5, & 8 Illustrated brick ties and added note tag ‘430’.

A5.13 1, 2, 4, 6, &

Illustrated brick ties and added note tag ‘430’.

AD1.9 A5.13 1 & 2 Revised blocking detail at top of parapet.

A5.14 3 Revised blocking detail at top of parapet.

AD1.10 A6.01 DOOR

SCHEDULE

Included 1-hour fire ratings for elevator doors, revised casing and details for doors 210A and 214A, and added clarification comment regarding casing for door 102A.

WINDOW

SCHEDULE

Added window type ‘W14’ and revised remarks clarifying HJS details.

AD1.11 A6.02a WINDOW

TYPES

Added window types ‘W13’ and ‘W14’, revised the notes to include the asterisk, and revised the detail of ‘W2’.

FRAME

TYPES

Increased the sill frame height of ‘F13’ from 2” to 6” and added ‘F26’

AD1.12 A6.02b 1, 2, 3, & 4 Illustrated wood hatch pattern and noted radius edges.

5, 9, & 10 Added wood guard railing for picture windows.

11 & 12 Added window sill and jamb profiles.

AD1.13 A6.03 H9 Revised note to read “SEE DETAIL 4/A6.02b FOR SIZE OF

WOOD CASING”

AD1.14 A8.0 5 Added casing to door frame and adjusted centerline offset of signage and card readers.

6 Adjusted centerline offset of signage installed on glass sidelights.

ADDENDUM TO THE SPECIFICATIONS:

Number Spec Section

AS1.1 08 8000 Added Part 2.04 – Basis of Design – Obscure – Patterned Glass

AS1.2 09 5426 Added ‘Acoustical Backer: Basis of Design’ and revised ‘Solid Wood Species’ to Walnut within Part ‘2.02 Suspended Wood Ceiling’

QUESTIONS/ANSWERS AND CLARIFICATIONS:

N/A

ATTACHMENTS:

1) Pre-Bid Sign In Sheets

2) Pre-Bid Agenda (as Revised)

3) Section 08 8000 – Glazing (as Revised)

4) Drawing sheets as listed under ‘Addendum to the Drawings’

END OF ADDENDUM

Agenda

Botetourt County

DATE: 10/24/2024 New Circuit Courthouse

TIME: 10:00am IFB# 24-24813

LOCATION: Botetourt County Circuit Courthouse, 1 W. Main St., Fincastle, VA

The following is a list of items to be discussed for the Mandatory Pre-Bid Meeting

1. Introduction

• Richard (Rich) Evans – BoCo – Capital Projects Manager

• Tim Burge – Skanska – Senior Construction Manager

• Gary Harvey – Architectural Partners – Principal, Registered Architect

• Michael Trent – Architectural Partners – Project Architect

2. Sign-in

• Mandatory Pre-Bid Meeting. This is a mandatory Pre-Bid Meeting- Make sure you sign-in as only pre-qualified General Contractors appearing on the list will be allowed to submit a bid. List of attendees to be Included in Addendum #1.

• Please print clearly. The sign-in sheet will be posted as written.

3. Project description: (also see Section 00 1116 Invitation for Bids in the Project Manual).

• Demolition of the current courthouse building, the community building, and the "old" public works building.

• On the Courthouse Square, existing utilities including power, fiber, gas, water, and sewer will be relocated/rerouted. Grading/rock removal and portion of a concrete retaining wall will be installed to create a location for a new parking lot and a relocated historic law office/hotel building (the “LOH”).

• Prior to relocation of the historic building, the proposed foundation will need to be dug in accordance with the requirements of the building relocation subcontractor prequalified by the County. In addition, a temporary road must be constructed in accordance with the requirements of the building relocation subcontractor.

• The two-story LOH will be prepared and relocated on the existing Courthouse Square.

Botetourt County has already prequalified a building relocation contractor who will be utilized within the selected general contractor’s team. Once the building is relocated, a new masonry foundation will be installed.

• In addition to relocating the LOH, a historic monument and related artifacts will also be relocated by the same prequalified building relocation subcontractor.

• Limited area site work, landscaping (including hardscaping), fencing, parking lighting, and other site preparation for construction are part of this work.

• A new courthouse building will be built on the demolished courthouse site where the new front facade and front wing will match that of the old, demolished courthouse.

The new building will consist of two stories and a basement level with a total floor area of approximately 40,420 S.F. The basement level will be separated where the judge’s secured parking entrance will be located on the rear (north) side along with the sally port and secured detainee holding area. The remaining basement area will be for mechanical equipment. The first floor will serve as the public entry where half of the building will serve as the Clerk's Office and the other half will serve as the office for the Commonwealth Attorney. The second floor will contain the Hearing Courtroom and the Jury Trial Courtroom with a public waiting area in the front of the building and the judge’s chambers to the rear of the courtrooms. The three levels will have two CMU enclosed stairs and three CMU-enclosed elevators. Two elevators will serve all three levels, while one will only stop at the basement and second floor to be used for detainee transfer. The sub-structure and super-structure will be a combination of concrete, CMU, and steel frame construction. The building envelope will be finished with stone, brick veneer, aluminum-clad windows, hollow metal framed doors, fiberglass reinforced polymer columns and trim, metal railings, pitched metal roofing, and low-sloped EPDM rubber roofing. The basement level interior will consist of concrete slab on grade, CMU wall partitions, metal stud walls w/ GWB finish, hollow metal framed openings, and acoustic ceiling tile ceilings (secured in the detainee area). Specific secure areas will be protected with ballistic panels. The first level interior will be finished with elevated concrete slabs with terrazzo, porcelain tile, luxury vinyl tile, and carpet tile floors; metal stud walls finished with GWB, wood trim or paneling, and ceramic tile; ceilings will be finished with GWB and acoustic ceiling tile. The building will be equipped with an automatic fire sprinkler and security system. The Contractor shall provide all necessary superintendence, materials*, labor, and components required for the project construction and competition in accordance with the Invitation for Bids, the Project Manual (including Instructions to Bidders), and the Drawings, as designed by Architectural Partners, are available digitally upon request.

4. Access to Bid Documents:

• Contact Stephanie Sparks, Purchasing/Accounting Clerk at 57 S. Center Drive, Suite 200, Daleville, VA 24083, Sparks, Stephanie - purchasing@botetourtva.gov.

5. Confirm bid date/time/location:

• Sealed Bids will be received at the Purchasing Office at 57 S. Center Drive, Suite 200, Daleville, VA 24083, attn: Stephanie Sparks - until 2:00 p.m. on Wednesday, November 20, 2024. All Bidders should submit one original and one copy.

• Bids will be opened publicly at the Botetourt County Administration Building, at 57 S.

Center Drive in Daleville, VA 24083.

6. Bid Documents:

• Front Ends (Project Manual – Volume #1) are Botetourt County procedures, forms (including 00 4100 Bid Form, 00 4200 Bid Bond, 00 6110 Performance Bond, 00 6120 Labor and Materials Payment Bond, etc.), and contracts. All Contractors are expected to familiarize themselves with these documents. Questions or comments regarding these documents should be raised prior to the bid, otherwise the GC will be assumed to be in agreement.

• All bids to be considered shall be on Bid Form found in section 00 4100 of the Project Manual. The bidder shall be responsible for complete and legible bids submitted to the correct bid location and before the bid time. Bids not submitted on this document will be considered non-conforming and invalid.

o The following values are to be stated:

▪ A monetary value stated both numerically and fully spelled out for

Parts A, B, C, and D.

▪ A monetary value stated both numerically and fully spelled out for the Total Base Bid Amount.

▪ A numerical monetary value only stated for Unit Prices 1, 2, and 3.

▪ The calendar days from commencement of work as specified in the

Notice to Proceed (See Section/Form 00 6025) until substantial completion is issued (See Section/Form 00 6450) are stated both numerically and fully spelled out.

▪ There is only one allowance included for this project and is included and already filled in as part of the bid form as Part E. This allowance is a lump sum contingency to address approved material cost increases due to market volatility. See section 01 2100 ‘Allowances’.

• Bids that do not acknowledge receipt of all Addendum on the Bid Form will be considered non-conforming and invalid.

• Bidders shall be a Virginia licensed; Class A Contractor as required in Instructions to Bidders and approved during the BoCo performed Pre-Qualifications.

• Bids shall include Bid Bonds. Bids not containing an attached Bid Bond (See Section/Form 00 4200) will be considered non-conforming and invalid.

• If awarded the contract, the Selected General Contractor shall immediately provide required bonds.

• A Pre-Construction meeting will be required. At that time the selected general contractor will be required to submit the following:

o List of all sub-contractors and work to be performed- include sub-contractor’s address and contact information.

o Schedule of Values.

o Submittal Register.

o Project Schedule and Project Timeline in conformance with the stated

Substantial Completion dates.

7. Bidding Procedures:

• Contractors shall bid the work as outlined in the Bid Documents (including Project Manual, Drawings, and any Addendum issued). All Contractors are expected to familiarize themselves with these documents. Questions or comments regarding these documents should be raised prior to the bid, otherwise the GC will be assumed to be in agreement.

• All responsive bids to include contractor's Base Bid (including Parts A-E and Unit Prices): see Section 00 4100 Bid Form in the Project Manual.

• Contractor should disclose their proposed date for Substantial Completion on the Bid Form (Section/Form 00 4100)

• Bid Bond (Section/Form 00 4200), Performance Bond (Section/Form 00 6110), & Labor and Material Payment Bond (Section/Form 00 6120) are required per the Project Manual.

• All questions during the bid shall be submitted in writing to Stephanie Sparks, Purchasing/Accounting Clerk, Purchasing Office at 57 S. Center Drive, Suite 200, Daleville, VA 24083, Sparks, Stephanie - purchasing@botetourtva.gov. All questions will appear in an Addendum as submitted. Responses included in a written Addendum will be considered binding and receipt of each Addendum shall be noted on the Bid Form (Section/Form 00 4100).

8. Announce issue date of Addendum:

• Mandatory Pre-Bid summary, sign-in sheets, and any questions or RFI's received in writing prior to 12:00pm (noon) on Wednesday, October 30th Monday, October 28th will be issued in Addendum #1.

• Addendum #1 will be issued by COB on Wednesday, October 30th and include all written questions received.

• The last day to receive written questions is 5:00pm on Friday, November 11th.

• The Final Addendum will be issued no later than 5:00pm on Tuesday, November 12th.

• All addenda will be made available by BoCo, see Item #3 ‘Access to Bid Documents’ above.

9. Anticipated Award Schedule:

• The project is anticipated to be awarded at the Board of Supervisors meeting on December 17th. Subsequently a Notice of Intent to Award will be released to the selected General Contractor.

10. Permits and Fees:

• BoCo will wave all BoCo fees associated with permits for the project. However, all other fees to other entities will be the responsibility of the contractor.

11. Damages

• Liquidated damages, for actual damages and not a penalty, for each day by which the Completion Date is delayed, by the fault of the contractor and not for reasons that are excusable delay, force majeure, or otherwise excused under the General Conditions, is $800 per day. Following 30 days’ delay, liquidated damages shall increase to $2,000 per day.

12. Work by BoCo

• BoCo will remove all files, fixtures, furnishings, etc. that they intend to keep prior to the contractor taking control of the existing facilities. The Contractor shall confirm with the BoCo that all intended salvage has been removed prior to demolition of the existing courthouse.

• BoCo will provide the following equipment:

▪ Dual Belt Crowd Control

▪ Appliances (refrigerators, microwaves, televisions, etc.) as detailed in

Paragraph 1.04 of Section 01 1000

13. Owner Direct Purchase Program

• The County reserves the right to use an optional owner-direct purchase program, as laid out in the bid package, for some or all materials. However, bidders must submit bids on all materials.

14. BoCo (their Construction Representatives) and Architect roles in project and contacts

The project representatives and their respective roles are defined in Part 1 of Section 00 7200 of the Project Manual.

15. Discuss working conditions- restrictions, staging, parking, and limits of construction

• The LOH move will require coordination with Wolfe House & Building Movers, the sole prequalified building moving company. Portions of the required work were completed in the prior project and the remaining items will be the responsibility of the General Contractor. The bid documents account for the requirements stated by Wolfe but the specific verbiage of these requirement will be shared in Addendum #1.

• The Clerk of Court will remain open to staff and the public. The LOH (after relocation), VPI Extension, and Old Jail will remain open to staff.

▪ Access will need to be maintained to these buildings and protection and phasing around this access should be considered and implemented by the contractor.

▪ Maintain and keep clear all exits from these buildings. Provide temporary exit signs if exit paths are altered.

▪ Do not obstruct roadways, sidewalks, or other public ways without permit.

▪ Care should be taken to minimize disturbance to anyone using these buildings.

• The General Contractor shall provide parking, portable toilets, and staging areas within the limits of the construction areas associated with each Phase of construction.

Limits of Construction should be reviewed with BoCo and the Architect.

▪ All work vehicles shall be parked in designated areas.

▪ Contractor Personnel shall not visit or use facilities, including toilet facilities, parking, and any other facilities.

▪ The selected General Contractor shall supply, and maintain, all necessary traffic barriers, safety fencing, etc. to restrict public access to work areas.

• Large truck traffic shall not be routed through the Town of Fincastle. Utilize Route 220 and limit traffic to the streets surrounding the Courthouse block only.

• There is a possibility that Roanoke Cement will be donating a portion of the concrete cement utilized for this project. This will be handled as a direct owner purchase order.

The available quantity has not been determined and this will be reviewed further with the selected General Contractor. There will be no restrictions on the concrete provider.

• Precautions shall be taken to prevent damage or wear to sidewalks, parking lots, roads, etc by contractor vehicles. Areas damaged by construction vehicles shall be repaired in accordance with conditions prior to damage as determined BoCo. The selected General Contractor is encouraged to photo document the site prior to beginning work and submitting copies of this log to BoCo and the Architect.

• Limit disruption of utility services. Any disruption will need to be coordinated with BoCo in accordance with Section 02 4100 Part 3.03 Existing Utilities.

• All trees are to be protected from damage. If trimming or removing of any trees or vegetation, not noted on the drawings, the selected General Contractor shall obtain approval from BoCo, 5 days prior to any trimming or removal activities.

• Work hours shall not begin before 7:00am and must be completed by 7:00pm Monday through Friday, unless approved by BoCo. No weekend, or extended work time shall be performed unless approved in writing by BoCo.

• GC will be responsible for submitting submittals in a timely manner for review and approval. We recommend that additional attention be given to the historic mason specifications and the requirement therein.

16. Question and Answer period

• Typical Questions:

▪ Can the bid date be moved?

• This is not desired, but if conditions warrant, this will be considered if requested prior to the end of the question period.

▪ Can bids be submitted electronically?

• Bids can be submitted electronically. These must be submitted to Purchasing, attn: Stephanie Sparks – purchasing@botetourtva.gov, and will be accepted until 2:00 p.m. on Wednesday, November 20, 2024. It shall be the GC responsibility to request a confirmation that their bid was received prior to the deadline.

▪ Is there a Hazardous materials report for the buildings to be demolished?

• Yes, see Section 02 1000 Hazardous Materials Report for further information.

▪ Where is all the demolished material going?

• All material not salvaged shall be removed from the site in accordance with ‘Section 02 4100 Demolition’ of the Project Manual and disposed of in accordance with all pertinent rules and regulations of the jurisdictions having authority.

▪ Will buildings be completely empty prior to demolition or simply abandoned?

• Building will be mostly empty. The Owner will remove any desired FF&E and the selected Contractor will remove any remaining salvage items.

▪ How often will the Architect be on site?

• The Architect will be on site a minimum of once per month for progress meetings as per Section 01 3000 of the Project Manual. Certain times may require bi-weekly meetings or scheduled preinstallation meetings.

Site visits and progress meetings will be coordinated with the OAC (Owner, Architect, Contractor) team at the preconstruction meeting and throughout the project.

▪ Who pays for temporary utilities?

• The Contractor is responsible for temporary utilities as per ‘Section 01 5000 Temporary Facilities and Controls’ of the Project Manual.

▪ Where can a construction office/trailer be located?

• The Contractor is to propose a location for the construction office/trailer in conjunction with the Contractor’s intended work plan. The proposed location of the construction office/trailer must be approved by the Owner.

▪ Are there places off-site for laydown areas or sub’s storage containers?

• There is no known available off-site storage or laydown areas. Securing of any such areas is the responsibility of the Contractor.

▪ Where will GC and sub’s employees park?

• No space has been designated for this. The determination of this is the responsibility of the contractor.

▪ Is there some type of waiver to GC’s responsibilities where previous work by others is to be incorporated into this project?

• There is no waiver and the conditions are as is. Any conditions found to differ from the Contract Documents shall be notified to the Architect promptly.

• Only questions issued in writing shall be considered official inquiries regarding the project. These will be documented in an Addendum. All questions and answers discussed during the Pre-bid are subject to the formal issuing of questions stated above.

17. Tour of Site/Walk-Thru

• Existing Circuit Courthouse, existing Law Office Hotel, ODC Building (exterior), and site area including at the lower parking lot.

• Any access to the site MUST be coordinated with the following representative at least 24 hours in advance of the requested visit.

▪ Contact Rich Evans, Capital Projects Manager at 57 S. Center Drive, Suite 200, Daleville, VA 24083, Evans, Richard- revans@botetourtva.gov.

18. Adjourn mailto:revans@botetourtva.gov

24131 / Botetourt County - New Circuit Courthouse 08 8000 - 1 Glazing

SECTION 08 8000

GLAZING

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Glazing units.

B. Glazing compounds and accessories.

1.02 RELATED REQUIREMENTS

A. Section 07 9200 - Joint Sealants: Sealants for other than glazing purposes.

B. Section 08 1113 - Hollow Metal Doors and Frames: Glazed lites in doors and borrowed lites.

C. Section 08 1113.13 Custom Hollow Metal Door D. Section 08 1416 - Flush Wood Doors: Glazed lites in doors.

E. Section 08 4126 - All-Glass Entrances and Storefronts: Glazing provided as part of entrance assembly.

F. 08 8853 - SECURITY GLAZING

1.03 REFERENCE STANDARDS

A. 16 CFR 1201 - Safety Standard for Architectural Glazing Materials; current edition.

B. ANSI Z97.1 - American National Standard for Safety Glazing Materials Used in Buildings, Safety Performance Specifications and Methods of Test; 2010.

C. ASTM C1036 - Standard Specification for Flat Glass; 2011.

D. ASTM C1048 - Standard Specification for Heat-Strengthened and Fully Tempered Flat Glass;

2012.

E. ASTM C1172 - Standard Specification for Laminated Architectural Flat Glass; 2014.

F. ASTM C1376 - Standard Specification for Pyrolytic and Vacuum Deposition Coatings on Flat

Glass; 2015.

G. ITS (DIR) - Directory of Listed Products; current edition.

H. UL (DIR) - Online Certifications Directory; current listings at database.ul.com.

1.04 SUBMITTALS

A. See Section 01 3000 - Administrative Requirements, for submittal procedures.

B. Warranty Documentation: Submit manufacturer warranty and ensure that forms have been completed in Owner's name and registered with manufacturer.

1.05 QUALITY ASSURANCE

A. Installer Qualifications: Company specializing in performing work of the type specified and with at least three years documented experience.

1.06 WARRANTY

A. See Section 01 7800 - Closeout Submittals, for additional warranty requirements.

PART 2 PRODUCTS

2.01 MANUFACTURERS

A. Float Glass Manufacturers:

1. PPG Industries, Inc: www.ppgideascapes.com/#sle.

2. Substitutions: Refer to Section 01 6000 - Product Requirements .

B. Laminated Glass Manufacturers:

1. Cardinal Glass Industries : www.cardinalcorp.com/#sle.

2. Viracon, Architectural Glass segment of Apogee Enterprises, Inc: www.viracon.com/#sle.

New Circuit Courthouse 08 8000 - 2 Glazing

3. Substitutions: Refer to Section 01 6000 - Product Requirements.

C. Obscure - Patterned Glass Manufacturers:

1. GGI - General Glass International; Patterned Glass: www.generalglass.com/#sle.

2. Oldcastle Building Envelope; _____: www.obe.com/#sle.

3. AGC Glass North America, Inc: www.agcglass.com/#sle. Basis of Design.

4. Substitutions: See Section 01 6000 - Product Requirements.

2.02 GLASS MATERIALS

A. Float Glass: Provide float glass based glazing unless noted otherwise.

1. Heat-Strengthened and Fully Tempered Types: ASTM C1048, Kind HS and FT.

2. Kind FT - Fully Tempered Type: Complies with ASTM C1048.

3. Fully Tempered Safety Glass: Complies with ANSI Z97.1 and 16 CFR 1201 criteria.

4. Tinted Type: ASTM C1036, Class 2 - Tinted, Quality-Q3, color and performance characteristics as indicated.

5. Obscure - Patterned Glass Type: ASTM C1036, Type II - Patterned Flat Glass, Quality -

Q5, Form 3 - Patterned glass, with color and performance characteristics as indicated.

6. Thicknesses: As indicated; provide greater thickness as required for exterior glazing wind load design.

B. Laminated Glass: Float glass laminated in accordance with ASTM C1172.

1. Laminated Safety Glass: Complies with ANSI Z97.1 and 16 CFR 1201 test requirements for Category II.

2.03 INSULATING GLASS UNITS

A. Manufacturers:

1. Cardinal Glass Industries; _____: www.cardinalcorp.com/#sle.

2. Pilkington North America Inc; _____: www.pilkington.com/na/#sle.Pilkington North

America Inc; _____: www.pilkington.com/na/#sle.

3. PPG Industries, Inc: www.ppgideascapes.com/#sle.

4. Substitutions: Refer to Section 01 6000 - Product Requirements.

B. Insulating Glass Units: Types as indicated.

1. Durability: Certified by an independent testing agency to comply with ASTM E2190.

2. Coated Glass: Comply with requirements of ASTM C1376 for pyrolytic (hard-coat) or magnetic sputter vapor deposition (soft-coat) type coatings on flat glass; coated vision glass, Kind CV; coated overhead glass, Kind CO; or coated spandrel glass, Kind CS.

3. Spacer Color: Black.

4. Edge Seal:

5. Color: Black.

6. Purge interpane space with dry air, hermetically sealed.

C. Type IG-1 - Insulating Glass Units: Vision glass, double glazed.

1. Applications: Exterior glazing unless otherwise indicated.

2. Basis of Design for Exterior: PPG; Solarban 70XL.

3. Space between lites filled with argon .

4. Outboard Lite: Fully tempered float glass , 1/4 inch thick .

a. Tint: Clear.

b. Coating: Low-E (passive type), on #2 surface.

5. Inboard Lite: Laminated float glass, 1/4 inch thick .

a. Tint: Clear.

6. Total Thickness: 1 inch.

7. Thermal Transmittance (U-Value) , Winter - Center of Glass : 0.28 , nominal .

8. Visible Light Transmittance (VLT): 64 percent , nominal .

9. Solar Heat Gain Coefficient (SHGC): 0.27 , nominal .

10. Visible Light Reflectance , Outside : 12 percent , nominal .

New Circuit Courthouse 08 8000 - 3 Glazing

11. Glazing Method: Dry glazing method, gasket glazing.

D. Type IG-5 - Insulating Glass Units: Safety glazing.

1. Applications:

a. Glazed lites in exterior doors.

b. Glazed sidelights and panels next to doors.

c. Other locations required by applicable federal, state, and local codes and regulations.

2. Space between lites filled with air.

3. Glass Type: Same as other vision glazing except use fully tempered float glass for both outboard and inboard lites .

4. Total Thickness: 1 inch.

2.04 BASIS OF DESIGN - OBSCURE - PATTERNED GLASS

A. Basis of Design - Obscure - Patterned Glass: Cast or molded glass; translucent, showing shadows but not form.

1. Applications: Locations as indicated on drawings.

2. Finish: F2 - Patterned both sides ; ASTM C1036.

3. Pattern: Frosted ; ASTM C1036.

4. Style: As indicated on drawings.

5. Tint: Clear.

6. Glass Type: Annealed.

7. Thickness: As required for application.

8. Basis of Design - AGC Glass North America, Inc: www.agcglass.com/#sle.

a. Patterned Glass: AGC FIGURED - Frosted .

2.05 GLAZING UNITS

A. Type G-1 - Monolithic Exterior Vision Glazing:

1. Applications: Exterior glazing unless otherwise indicated.

2. Glass Type: Annealed float glass.

3. Tint: Clear.

4. Thickness: 1/4 inch, nominal.

B. Type G-2 - Monolithic Interior Vision Glazing:

1. Applications: Interior glazing unless otherwise indicated.

2. Glass Type: Annealed float glass.

3. Tint: Clear.

4. Thickness: 1/4 inch, nominal.

C. Type G-4 - Fire-Protection-Rated Glazing: Type, thickness, and configuration of glazing that contains flame, smoke, and does not block radiant heat, as required to achieve indicated fire-rating period of 45 minutes or less .

1. Applications:

2. Glass Type: Specialty tempered float glass .

3. Provide products listed by {\rs\#2} or {\rs\#2} and approved by authorities having jurisdiction.

4. Safety Glazing Certification: 16 CFR 1201 Category II.

5. Fire-Rating Period: As indicated on drawings .

D. Type G-5 - Monolithic Safety Glazing: Non-fire-rated.

1. Applications:

a. Glazed lites in doors, except fire doors.

b. Glazed sidelights to doors, except in fire-rated walls and partitions.

c. Other locations required by applicable federal, state, and local codes and regulations.

d. Other locations indicated on drawings.

2. Glass Type: Fully tempered safety glass as specified.

3. Tint: Clear.

Brian Goldman Rectangle

New Circuit Courthouse 08 8000 - 4 Glazing

4. Thickness: 1/4 inch, nominal.

2.06 ACCESSORIES

A. Glazing Tape, Back Bedding Mastic Type: Preformed, butyl-based, 100 percent solids compound ; 5 to 30 cured Shore A durometer hardness; coiled on release paper; black color.

PART 3 EXECUTION

3.01 VERIFICATION OF CONDITIONS

A. Verify that openings for glazing are correctly sized and within tolerances, including those for size, squareness, and offsets at corners.

B. Verify that surfaces of glazing channels or recesses are clean, free of obstructions that may impede moisture movement, weeps are clear, and support framing is ready to receive glazing system.

3.02 INSTALLATION, GENERAL

A. Install glazing in compliance with written instructions of glass, gaskets, and other glazing material manufacturers, unless more stringent requirements are indicated, including those in glazing referenced standards.

3.03 INSTALLATION - DRY GLAZING METHOD (GASKET GLAZING)

A. Application - Exterior and/or Interior Glazed: Set glazing infills from either the exterior or the interior of the building.

B. Place setting blocks at 1/4 points with edge block no more than 6 inch from corners.

C. Rest glazing on setting blocks and push against fixed stop with sufficient pressure on gasket to attain full contact.

D. Install removable stops without displacing glazing gasket; exert pressure for full continuous contact.

3.04 INSTALLATION - DRY GLAZING METHOD (TAPE AND TAPE)

A. Application - Interior Glazed: Set glazing infills from the interior of the building.

B. Cut glazing tape to length and set against permanent stops, projecting 1/16 inch above sight line.

C. Place setting blocks at 1/4 points with edge block no more than 6 inch from corners.

D. Rest glazing on setting blocks and push against tape for full contact at perimeter of pane or unit.

E. Place glazing tape on free perimeter of glazing in same manner described above.

F. Install removable stop without displacement of tape. Exert pressure on tape for full continuous contact.

G. Carefully trim protruding tape with knife.

3.05 CLEANING

A. Remove non-permanent labels immediately after glazing installation is complete.

B. Clean glass and adjacent surfaces after sealants are fully cured.

3.06 SCHEDULES

A. Aluminum-Framed Storefront Glazing: Glass Type IG-1 and IG-5 , install glass using dry method, and with glass thickness as required to comply with performance requirements indicated in Section 08 4313 .

B. Hollow Metal Steel Frames, Interior Glazing: Glass Type G-2 , install glass using wet method with wet glazing compound.

1. Fire-rated openings, Glass Type G-4 , 1/4 inch thick.

2. Openings less than 90 square inches, Glass Type G-2 , 1/4 inch thick.

New Circuit Courthouse 08 8000 - 5 Glazing

3. Openings 90 square inches and greater, tempered glass, Glass Type G-5 , 1/4 inch thick.

C. Flush Wood Door Glazing:

1. Fire-Rated: Glass Type G-5 , 1/4 inch thick, install glass using wet method with wet glazing compound.

2. Interior: Glass Type G-2 and G-5 , 1/4 inch thick, install glass using wet method with wet glazing compound.

END OF SECTION 08 8000

New Circuit Courthouse 09 5426 - 1 Suspended Wood Ceilings

SECTION 09 5426

SUSPENDED WOOD CEILINGS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Wood grilles.

B. Metal suspension system.

1.02 REFERENCE STANDARDS

A. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-

Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process; 2015.

B. ASTM C635/C635M - Standard Specification for the Manufacture, Performance, and Testing of

Metal Suspension Systems for Acoustical Tile and Lay-in Panel Ceilings; 2013a.

C. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials;

2015a.

D. CISCA (WC) - Wood Ceilings Technical Guidelines; 2009.

1.03 ADMINISTRATIVE REQUIREMENTS

A. Sequence work to ensure ceilings are not installed until building is enclosed, dust generating activities have terminated, and overhead work is completed.

1.04 SUBMITTALS

A. See Section 01 3000 - Administrative Requirements for submittal procedures.

B. Shop Drawings: Indicate grid layout and related dimensioning, accessory attachments, and junctions with other ceiling finishes .

C. Product Data: Provide data on wood ceiling components and suspension system components.

D. Samples: Submit two manufacturer samples illustrating material and finish of wood ceiling components.

E. Samples: Submit two samples each, 6 inches long, of suspension system main runner, cross runner, and perimeter molding .

F. Installer's qualification statement.

1.05 QUALITY ASSURANCE

A. Installer Qualifications: Company specializing in performing work of the type specified and with at least three years documented experience.

1.06 DELIVERY, STORAGE, AND HANDLING

A. Deliver wood ceiling components to project site in original, unopened packages.

B. Store in fully enclosed space, flat, level and off the floor.

1.07 FIELD CONDITIONS

A. Do not install suspended wood ceiling system until wet construction work is complete and permanent heat and air conditioning is installed and operating.

B. Maintain room temperature between 60 degrees F and 75 degrees F and relative humidity between 35 to 55 percent before, during, and after installation.

PART 2 PRODUCTS

2.01 MANUFACTURERS

A. Suspended Wood Ceilings: Basis of Design:

1. Armstrong World Industries, Inc; Woodworks Tegular: www.armstrongceilings.com/#sle.

New Circuit Courthouse 09 5426 - 2 Suspended Wood Ceilings

2.02 SUSPENDED WOOD CEILING SYSTEM

A. Performance Requirements:

1. Design for maximum deflection of 1/360 of span.

2. Surface Burning Characteristics: Flame spread index of 200 or less , smoke developed index of 450 or less , when tested in accordance with ASTM E84.

B. Wood Grilles: Pre-assembled module of solid wood grilles with battens.

1. Module Size: 24 by 48 inches, nominal.

2. Grille Size: 1/2 inch width by 1 1/2 inch depth.

3. Acoustical Backer: Basis of Design: Armstrong BioAcoustic Infill Panel Accessory Item

No. 5823 , 5/8 inch thick.

a. Color: Black.

4. Solid Wood Species: Walnut .

a. Factory Finish: Wood stain as selected, clear sealer top coat .

C. Metal Suspension System:

1. General: Comply with ASTM C635/C635M; die cut and interlocking components, with perimeter moldings, hold down clips, stabilizer bars, clips, and splices as required.

a. Materials:

1) Steel Grid: ASTM A653/A653M, G30 coating, unless otherwise indicated.

2. Exposed Suspension System: Hot-dipped galvanized steel grid and cap .

a. Structural Classification: Heavy-duty, when tested in accordance with ASTM C635/C635M.

b. Profile: Tee; 15/16 inch face width.

c. Finish/Color: Baked enamel, black.

3. Support Channels and Hangers: Galvanized steel; size and type to suit application, seismic requirements, and ceiling system flatness requirement.

D. Accessories: Manufacturer's standard accessories for installation method indicated, seismic requirements and above-ceiling accessibility.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify existing conditions before starting work.

B. Do not install ceiling until after interior wet work is dry.

3.02 PREPARATION

A. Layout wood ceiling components in pattern according to reflected ceiling plan and as shown on shop drawings.

B. Acclimate wood ceiling materials by removing from packaging in installation area a minimum of

48 hours prior to installation.

3.03 INSTALLATION

A. General: Install suspended wood ceiling system in accordance with CISCA (WC).

B. Wood Ceiling:

1. Install wood ceilings in accordance with manufacturer's instructions.

2. Fit wood components in place, free from damaged edges or other defects detrimental to appearance and function.

3. Install components in uniform plane, and free from twist, warp, and dents.

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

5. Make field cut edges of same profile as factory edges, seal and finish according to manufacturer.

6. Install acoustical backer above wood ceiling components; fit tight between grid members.

Brian Goldman Rectangle

New Circuit Courthouse 09 5426 - 3 Suspended Wood Ceilings

3.04 CLEANING

A. Clean and touch up minor finish damage. Remove and replace components that cannot be successfully cleaned and repaired.

END OF SECTION 09 5426

ARCHITECT

C O M

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NW

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LTH OF VIRGIN

AIGARY E. HARVEY

Lic. No. 11908

DATE:

DESIGNED:

DRAWN:

CHECKED:

REVISIONS:

WRITTEN DIMENSIONS ON THESE DRAWINGS

SHALL TAKE PRECEDENCE OVER SCALED

DIMENSIONS. CONTRACTORS SHALL VERIFY

AND BE RESPONSIBLE FOR ALL

DIMENSIONS AND CONDITIONS ON THE JOB

AND THIS OFFICE MUST BE NOTIFIED OF

ANY VARIATION FROM THE DIMENSIONS AND

CONDITIONS SHOWN BY THESE DRAWINGS

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MASTER

NOTE LIST

C C

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MASTER NOTES LIST

No. Note Text

201 SALVAGED BELL. SEE EXISTING CONDITIONS & DEMOLITION DRAWINGS

301 CONCRETE FOUNDATION WALL- SEE STRUCTURAL DRAWINGS

302 CONCRETE FOOTING- SEE STRUCTURAL DRAWINGS

303 CONCRETE SLAB- SEE STRUCTURAL DRAWINGS

304 #57 WASHED STONE - SEE STRUCTURAL DRAWINGS

305 CONCRETE SIDEWALK - SEE CIVIL DRAWINGS

307 STEEL REINFORCEMENT- SEE STRUCTURAL DRAWINGS

308 CONCRETE RETAINING WALL- SEE STRUCTURAL DRAWINGS

310 CONCRETE

311 RECESSED SLAB - SEE STRUCTURAL DRAWINGS

312 CONCRETE PIER (SEE STRCUTURAL DRAWINGS)

313 EPOXY DOWELS

314 CONCRETE WASH APPLIED TO TOP OF FOOTING - TYPICAL

401A BRICK VENEER - FLEMISH BOND W/ GRAPEVINE STRUCK JOINT

401B BRICK VENEER - RUNNING BOND W/ SMOOTH STRUCK JOINT - MASONRY TIES AT 16"O.C. MAX VERTICALLY

401C BRICK VENEER - STACKED HEADER COURSES W/ SMOOTH STRUCK JOINT

402 STONE VENEER - ABOVE GRADE ONLY

403 BRICK SOLDIER COURSE HEADER

404A PRE-CAST STONE SILL WITH DRIP EDGE - SEE PROFILES ON 1/A1.44

404B PRE-CAST STONE SILL WITH DRIP EDGE - SEE PROFILES ON 1/A1.44

405A PRE-CAST STONE CAP - SEE PROFILES ON 1/A1.44

405B PRE-CAST STONE CAP - SEE PROFILES ON 1/A1.44

405C PRE-CAST STONE CAP - SEE PROFILES ON 1/A1.44

406 4" CMU

407 BRICK PAVERS- PAVERS TO MATCH THOSE ON SIDEWALKS SPECIFIED ON CIVIL & LANDSCAPE DRAWINGS

408 GRANITE TREAD/RISER

409A PRE-CAST STONE BAND - SEE PROFILES ON 1/A1.44

409B PRE-CAST STONE BAND - SEE PROFILES ON 1/A1.44

409C PRE-CAST STONE BAND - SEE PROFILES ON 1/A1.44

410 8" CMU - GROUT SOLID

410b 8" CMU SOLID SINGLE BULLNOSE

411 CMU BOND BEAM - SEE STRUCTURAL DRAWINGS

412 GRANITE BASE, TYPICAL @ ALL FRP COLUMNS

412A SPLIT FACE CMU - SEE STRUCTURAL DRAWINGS

413 PRECAST STONE PLINTH CAP - SEE DETAILS ON 1/A1.44

414 PRECAST STONE COLUMN BASE

415A PRECAST STONE HEADER - SEE PROFILES ON 1/A1.44

416 CMU BOND BEAM - SEE STRUCTURAL DRAWINGS

417 4" CMU - CONTRACTOR OPTION TO SUBSTITUTE WITH BRICK

418 GROUT

419A PRE-CAST STONE EDGE BAND - SEE PROFILES ON 1/A1.44

419B PRE-CAST STONE EDGE BAND - SEE PROFILES ON 1/A1.44

419C PRE-CAST STONE EDGE BAND - SEE PROFILES ON 1/A1.44

420 SST DOWEL @ 12"O.C. MAX. - SEAL AT FLASHING PENETRATIONS - COORDINATE PLACEMENT OF DOWELS WITH ADJACENT

BRICK TO ACCOMMODATE RECESSED PANELS

421 LANDSCAPING RETAINING WALL - SEE LANDSCAPING AND STRUCTURAL DRAWINGS

422 CMU PIER-BULLNOSE (SEE STRUCTURAL DRAWINGS FOR DETAILS)

423 MANUFACTURED STONE - BASIS OF DESIGN 'PLYGEM STONE ELECTRIC BOX'

424 PARKING LOT SCREEN WALL

425 MASONRY VENEER - CONTROL JOINT

426 12" CMU - GROUT SOLID

427 MORTAR JOINT

428 MASONRY VENEER - EXPANSION JOINT

429 1/2" RECESSED BRICK INFILL AT WINDOW LOCATION

430 MASONRY TIES @ 24" O.C. HORIZ. & 16" O.C. MAX VERT. - STAGGERED

501 METAL PARAPET RAILING

502 METAL LOUVER W/ INSECT SCREEN

503 SALVAGE AND REINSTALL EXISTING WEATHERVANE. WEATHERVANE DEPICTED IS FOR ILLUSTRATIVE PURPOSES AND DOES

NOT MATCH THE DESIGN OF THE EXISTING TO BE SALVAGED. SEE SPECIFICATIONS FOR FURTHER SALVAGE INFORMATION.

504 CUPOLA - METAL LOUVER W/ INSECT SCREEN

505 STEEL TUBE - SEE STRUCTURAL DRAWINGS

506 6" MTL STUDS @ 16"O.C.

507 3 5/8" MTL STUDS @ 16"O.C.

508 STEEL COLUMN - SEE STRUCTURAL DRAWINGS

509 METAL HANDRAIL - SEE TYPICAL DETAILS ON A3.11a

510 METAL GRATE STAIR

511 TRUSS - SEE STRUCTURAL DRAWINGS

512 HOIST BEAM - SEE STRUCTURAL DRAWINGS

513 STEEL SUPERSTRUCTURE - SEE STRUCTURAL DRAWINGS

514 METAL DECK - SEE STRUCTURAL DRAWINGS

515 METAL SWING GATE ATTACHED TO GUARD RAIL.

516 COLD-FORMED FRAMING - SEE STRUCTURAL DRAWINGS

517 "Z" GIRT

518 STEEL BEAM - SEE STRUCTURAL DRAWINGS

521 2"D STEEL PAN

522 2" DEEP MIN. CONTRASTING COLOR STRIP- FULL WIDTH OF TREAD PER ICC A117.1

523 BRICK ANGLE - SEE STRUCTURAL DRAWINGS

524A CUPOLA BOTTOM - BASE - PREFABRICATED ALUMINUM

524B CUPOLA MIDDLE - BODY - PREFABRICATED ALUMINUM

524C CUPOLA UPPER - CAP - PREFABRICATED ALUMINUM

525 (SALVAGED) METAL GUARDRAIL

526 ALUMINUM THRESHOLD

528 METAL RAILING POST

531 6" STAGGERED STUDS @ 16"O.C. - SEE WALL TYPE

532 GUTTER PAN

533.1 COLD-FORMED FRAMING

533.2 COLD-FORMED HAT CHANNEL FRAMING

534 VEHICLE GUARD RAIL - SEE STRUCTURAL DRAWINGS

535 METAL ROOF CAP

536 ALUMINUM PIVOT PATCH FITTING

537 METAL MESH

538 CLIPS - SEE STRUCTURAL

539 METAL RAILING POST SLEEVE

540 1/4" STEEL PLATE

541 1/4" BENT PLATE

601 3/4" PLYWOOD

601A FRP CORNICE - PROFILE A - SEE PROFILE DETAILS ON 1/A2.10 -SEE BASIS OF DESIGN COLOR 601A2 FRP CORNICE - PROFILE A2 - SEE PROFILE DETAILS ON 1/A2.10 -SEE BASIS OF DESIGN COLOR 601A3 FRP CORNICE - PROFILE A3 - SEE PROFILE DETAILS ON 1/A2.10 -SEE BASIS OF DESIGN COLOR 601B FRP CORNICE - PROFILE B - SEE PROFILE DETAILS ON 1/A2.10 -SEE BASIS OF DESIGN COLOR 601C FRP CORNICE - PROFILE C - SEE PROFILE DETAILS ON 1/A2.10 -SEE BASIS OF DESIGN COLOR

MASTER NOTES LIST

No. Note Text

601D FRP CORNICE - PROFILE D - SEE PROFILE DETAILS ON 1/A2.10 -SEE BASIS OF DESIGN COLOR 601D2 FRP CORNICE - PROFILE D2 - SEE PROFILE DETAILS ON 1/A2.10 -SEE BASIS OF DESIGN COLOR

601G FRP CORNICE JOINTS

602 FRP COLUMN COVER - SEE PROFILE ON 2/A2.10 -SEE BASIS OF DESIGN COLOR

603A FRP PILASTER - PROFILE A - SEE PROFILE DETAILS ON 3/A2.10 -SEE BASIS OF DESIGN COLOR 603B FRP PILASTER - PROFILE B - SEE PROFILE DETAILS ON 3/A2.10 -SEE BASIS OF DESIGN COLOR

605 5/8" GYPSUM SHEATHING

606 BASE MOULDING

607 CROWN MOULDING

607B CROWN MOULDING - SEE 10/A1.25 FOR PROFILE

609 WOODEN INTERIOR CASING. WHERE JAMB OR HEAD DETAILS INDICATE WOOD CASING AT OPENING FRAMES, THE WOOD

CASING IS TO EXTEND AROUND ALL EDGES OF THE FRAME, ALL PROFILE SECTIONS BEING THE SAME. AT DOORS, EXTEND CASING TO THE FINISHED FLOOR. INSTALL WOOD CASING AFTER FINISH FLOOR INSTALLATION IS COMPLETED.

611A WAINSCOTING WOOD PANELING, SEE DETAIL 7/A1.25

611B WAINSCOTING WOOD PANELING, SEE DETAIL 7/A1.25

611C WAINSCOTING WOOD PANELING, SEE DETAIL 7/A1.25

611D WAINSCOTING WOOD PANELING, SEE DETAIL 8/A1.25

612 WOOD BLOCKING

613 2X8 WOOD BLOCKING

614 TREATED WOOD BLOCKING

615 FRP WINDOW PANEL & TRIM

616 3/4" TREATED PLYWOOD

617 5/8" GYPSUM DECKING

618 STAIN-GRADE SHOE MOULD - SEE 15/A1.25

619 ARCHITECTURAL WOOD CASEWORK - SEE SHEETS A7.01 & A7.02

620 WALL BAND MOULDNG

621 3/4" FIRE RATED PLYWOOD

622 2x8 JOISTS AT 16"O.C.

623 2x4 KNEE WALL FRAMING AT 16"O.C.

624 STAIN-GRADE WOOD NOSING W/ PROFILE TO RECEIVE CARPET TILE - SEE 14/A1.25

625 1x6 PAINT-GRADE WOOD RISER 626 2x WOOD STRINGER 627 2x8 LEDGER 628MA MAIN ENTRY ARCHITRAVE PROFILE - SEE PROFILE DETAILS ON 3/A2.11 -SEE BASIS OF DESIGN COLOR 628MP MAIN ENTRY PILASTER PROFILE - SEE PROFILE DETAILS ON 3/A2.11 -SEE BASIS OF DESIGN COLOR 628MT MAIN ENTRY TRIM PROFILE - SEE PROFILE DETAILS ON 3/A2.11 -SEE BASIS OF DESIGN COLOR 629 PAINT GRADE 1 x 18 STAIR RISER

630 1/2" FIRE-RATED PLYWOOD

631 TREATED 2x4 W/ 1 3/8" GALVANIZED FASTENERS @ 16"O.C. TOP AND BOTTOM - EMBED INTO CONCRETE 632WP WINDOW GROUP PANEL PROFILE - SEE PROFILE DETAILS ON 2/A2.11 -SEE BASIS OF DESIGN COLOR 632WT WINDOW GROUP TRIM PROFILE - SEE PROFILE DETAILS ON 2/A2.11 -SEE BASIS OF DESIGN COLOR

633 CANT BLOCK

634 8" FIBER CEMENT BAND BOARD

635 FIBER CEMENT FASCIA BOARD

636 FIBER CEMENT VENTED SOFFIT PANEL

637 WOOD INTERIOR WINDOW CASING - SEE A6.02b

638 SHIMMING AS REQUIRED

639 2X4 WOOD BLOCKING

640 WOOD HANDRAIL, STEEL ANCHOR BRACKET LOCATIONS MUST BE VERIFIED BY ARCHITECT

641 GUARDRAIL

642 1X3 PAINT-GRADE TRIM

643 1X8 PAINT-GRADE TRIM

644 2x24 WOOD SLATE GRILLE CEILING

645 2X6 WOOD BLOCKING

646 1X8 PAINT GRADE SKIRTBOARD

647 (SALVAGED) WOOD RAIL

648 SALVAGED VAULT DOOR CASING

649 WOOD LOBBY TRIM BAND CUT TO FIT AGAINST VESTIBULE CEILING ASSEMBLY

650 1/2" QUARTER ROUND TRIM

651 KNEE WALL CAP TRIM - SEE SHEET A1.25

652 1/2" TREATED PLYWOOD

653 LOBBY CROWN MOULDING ASSEMBLY - SEE 1/A1.25

701 BATT INSULATION - R-19

702 2" RIGID INSULATION - R-10

703 VAPOR BARRIER

704 THRU-WALL FLASHING & WEEPS @ 32"O.C.

705 BENTONITE CLAY SYSTEM WATERPROOFING MEMBRANE - SEE DETAIL 10/A5.15

706 CAULK & BACKER ROD

707 BATT INSULATION - R-13

708.1 CAULK

708.2 FIRE STOPPING CAULK

709 WEATHER BARRIER

710 METAL ROOF TRIM AND FLASHING

711 BATT INSULATION - R-38

712 DRAIN TILE - 4" CARRY TO DAYLIGHT

713 METAL FLASHING OVER ADHESIVE FLASHING MEMBRANE

715 METAL ROOF

716 TAPERED RIGID INSULATION - 6" MIN. THICKNESS - R-38 MIN. - SEE ROOF PLAN

717 EPDM ROOFING MEMBRANE

718A DOWNSPOUT

718B DOWNSPOUT CONNECT TO BOOT

719 COUNTER FLASHING

721 (2) LAYERS OF 30# FELT PAPER

722 HIDDEN GUTTER SYSTEM - SEE 6/A1.09a

723 METAL GUTTER

724 FLEXIBLE FLASHING

725 SEALANT

726 DRIP EDGE

727 MINERAL WOOL INSULATION

728A METAL SIDNG PANEL - HORIZONTAL PATTERN

728B METAL SIDNG PANEL - VERTICAL PATTERN

729 ICE & WATER SHIELD

730 CAP FLASHING

731 JOINT VENTS @ 32" O.C. HORIZONTALLY

732 METAL SIDNG J-TRIM

733 NEOPRENE CLOSURE WITH SEALANT

734 BATT INSULATION, REFER TO WALL FOR WIDTH

735 CONTINUOUS SECURITY SEALANT

736 SILT FABRIC

737 ALUMINUM DOWNSPOUT - FINISH TO MATCH PREFINISHED METAL CANOPY

738 PIPE PENETRATION WATERPROOFING MEMBRANE - SEE DETAIL 1/A5.15

739 RAIN DIVERTER

801 HOLLOW METAL DOOR FRAME

802 HOLLOW METAL FRAME & GLAZING SYSTEM

803 HOLLOW METAL 2-LITE STOREFRONT DOOR

804 HOLLOW METAL TRANSOM

MASTER NOTES LIST

No. Note Text

806 HOLLOW METAL FRAME @ HEAD - GROUT SOLID

807 CUSTOM HOLLOW METAL DOOR: SEE A6.01 DOOR SCHEDULE

808 INSULATED GLASS (TYPE IG-1) TRANSOM W/ STENCILED LETTERING ON INSIDE FACE

809 FRAMELESS GLASS TRANSOM PANEL

810 CHANNEL FOR GLASS PANELS AT PERIMETER WHERE GLASS MEETS STEEL FRAME

810 INSULATED GLASS PANEL (TYPE IG-1)

811 ALUMINUM CLAD WOOD WINDOW

811.2 ALUMINUM CLAD WOOD WINDOW WITH (OBSCURE) PATTERNED GLASS. SEE SPECIFICATION SECTION 08 8000.

813 SERVICE AND TELLER WINDOWS UNITS

814 FRAMELESS GLASS PANEL

815 FRAMELESS GLASS DOOR - DOUBLE-ACTING

816 ADA DOOR OPERATOR

818 OMIT INTERIOR WOOD CASING AND TRIM. WRAP OPENING W/ 5/8" GWB.

819 DETENTION HOLLOW METAL FRAME - GROUT SOLID

820 SECURITY GLAZING

821 DETENTION HOLLOW METAL FRAME

822 SALVAGE VAULT DOOR FRAME. VERIFY EXISTING FRAME ATTACHMENT PRIOR TO INSTALLATION.

823 FRAMELESS GLASS DOOR - PATCH PANEL SEE DETAIL 16/A7.11

824 ALUMINUM DOOR HEADER FOR GLASS DOORS

825 WINDOWS TO BE TYPE CCH-2

901 5/8" GWB - IMPACT RESISTANT

902 1 5/8" FURRING CHANNEL

903 ACOUSTIC CEILING TILE - SEE REFLECTED CEILING PLAN

904 CEMENT STUCCO ON METAL LATH (SMOOTH SAND FINISH) W/ VERTICAL CONTROL JOINTS @ 12' O.C., PAINTED TO MATCH FRP

FINISH FP-2

905 ACOUSTIC GYPSUM BOARD CEILING, SEE REFLECTED CEILING PLAN

906 GYPSUM BOARD

908 TERRAZZO TILE FLOORING, AS SCHEDULED

909 INTERMEDIATE WALL TRIM, SEE DETAIL 12/A1.25 FOR SIZE OF THE PROFILE

910 RUBBER TREAD W/ INTEGRAL RISER

911 7/8" FURRING CHANNEL

912 PAINT RISERS, STRINGERS, & EXPOSED PARTS OF STAIR

913 INTERIOR GWB PILASTER

914 CARPET TILE

915 WALK-OFF MAT GRATING

917 METAL CEILING TILE SYSTEM - COORDINATE WITH LIGHTING

918 ACOUSTICAL METAL CEILING

919 CERAMIC TILE WAINSCOT, 5'-0" AFF

920 SUSPENDED GYPSUM BOARD CEILING SYSTEM

921 METAL CEILING PERIMETER TRIM - 4" SHOWN

922 FLOORING TRANSITION STRIP

923 GYPSUM WALLBOARD CEILING - SEE REFLECTED CEILING PLAN

924 STAIR TREAD NOSING PROFILE

925 GYPSUM BOARD ACCESSORIES & TRIM

1001 BOTETOURT COUNTY SEAL - SALVAGED FROM EXISTING BUILDING, REPAIRED (AS NEEDED) AND REPAINTED - VERIFY LOCATION

WITH ARCHITECT

1002 CUPOLA CLOCK ON 4 SIDES OF PREFABRICATED CUPOLA

1003 QUEUING RAIL

1004 METAL DETECTOR - MAGNETOMETER

1005 X-RAY SCANNING MACHINE

1006 BIRD DETERRENT - TYP. AT TOPS OF ALL COLUMNS AND PILASTER CAPS

1007 METAL ACCESS LADDER

1008 WALK PAD

1009 BALLISTIC PANEL

1010 PREFINISHED METAL CANOPY WITH INTEGRAL GUTTER

1011 SIGNAGE

1012 BOTETOURT COUNTY SEAL - VERIFY LOCATION WITH ARCHITECT

1013 CUPOLA - SEE DETAILS ON A1.09b 1014 CANOPY CONNECTIONS BY MANUFACTURER PER STRUCTURAL. FINISH TO BE SELECTED BY ARCHITECT FROM

MANUFACTURERS FULL LINE.

1015 DETENTION WATER CLOSET

1101 REFRIGERATOR, COORD. WATER FOR ICE MAKERS W/ PLUMBING (SEE PLUMBING DWGS.) (OWNER SUPPLIED AND INSTALLED)

1102.1 2 BURNER COOKTOP (OWNER SUPPLIED AND INSTALLED, CONTRACTOR TO PREP.