ITB # 2024-011 City of Salem Courthouse - Jury Room Expansion.pdf

CITY OF SALEM

PURCHASING DEPARTMENT

114 NORTH BROAD STREET

P.O. BOX 869

SALEM, VA 24153

PHONE (540) 375-3063 FAX (540) 375-4057

DATE: NOVEMBER 7, 2023

BIDS WILL BE RECEIVED BY THE CITY OF SALEM IN THE PURCHASING DEPARTMENT, LOCATED AT 114 NORTH BROAD STREET, P.O. BOX 869, SALEM, VIRGINIA 24153. ANY QUESTIONS CONCERNING THIS INVITATION TO BID (ITB) SHOULD BE DIRECTED TO MICHELLE BRAXTON, PURCHASING MANAGER AT

(540) 375-3063 OR BY EMAIL AT LMBRAXTON@SALEMVA.GOV.

INVITATION TO BID #: 2024-011

BID DESCRIPTION: CITY OF SALEM COURTHOUSE - JURY ROOM EXPANSION

DATE AND TIME BID DUE: DECEMBER 13, 2023 AT 3:00 P.M.

TO BE CONSIDERED, RETURN ONE (1) ORIGINAL AND THREE (3) COPIES, IN A SEALED ENVELOPE, CLEARLY MARKED “ATTN:

PURCHASING DEPARTMENT - ITB # 2024-011 – CITY OF SALEM COURTHOUSE - JURY ROOM EXPANSION” WITH YOUR COMPANY NAME

AND THE DATE/TIME BID IS DUE. ANY BID RECEIVED AFTER THE ABOVE DATE AND TIME FOR SUBMITTAL, WHETHER BY MAIL OR OTHERWISE, WILL BE REJECTED AND SUCH BID SHALL BE RETURNED TO THE BIDDER UNOPENED. FAXED OR EMAILED BIDS ARE NOT ACCEPTABLE.

AWARD WILL BE MADE IN THE BEST INTEREST OF THE CITY OF SALEM, THE CITY RESERVES THE RIGHT TO REJECT ANY OR ALL BIDS, TO WAIVE INFORMALITIES, AND TO PURCHASE ANY PART OF, OR THE WHOLE OF, THE ITEMS AND/OR SERVICES LISTED IN THIS INVITATION TO BID.

NO BID MAY BE WITHDRAWN AFTER OPENING EXCEPT FOR CLERICAL ERRORS, AS SET FORTH IN SECTION 2.2-4330 OF THE VIRGINIA CODE. BIDDER MUST

GIVE THE CITY A NOTICE IN WRITING OF THE REQUEST TO WITHDRAW A BID WITHIN TWO (2) BUSINESS DAYS AFTER THE CONCLUSION OF THE BID OPENING.

ALL BIDS SHALL BE F.O.B. SALEM, VIRGINIA, AND SHALL INCLUDE THE EARLIEST DELIVERY DATE.

THE CITY OF SALEM WILL FURNISH A TAX EXEMPTION CERTIFICATE, AND NO BID SHALL INCLUDE ANY FEDERAL OR STATE TAXES.

TERMS ARE NET 30 UNLESS OTHERWISE STATED IN THIS INVITATION TO BID.

THE CITY OF SALEM DOES NOT DISCRIMINATE AGAINST FAITH BASED ORGANIZATIONS.

DATE:

LEGAL NAME OF BUSINESS (PRINT):

ADDRESS:

AUTHORIZED SIGNATURE:

PRINT OR TYPE AUTHORIZED SIGNATURE NAME & TITLE:

PHONE NUMBER: FAX NUMBER:

EMAIL ADDRESS:

VA CONTRACTOR’S LICENSE #:

VIRGINIA STATE CORPORATION COMMISSION (SCC) ID #:

BUSINESS LICENSE #:

BY SIGNING THIS INVITATION TO BID (ITB), THE BIDDER ACKNOWLEDGES THAT HE/SHE FULLY UNDERSTANDS THIS ITB AND

THAT IT MEETS OR EXCEEDS ALL SPECIFICATIONS LISTED OR REFERENCED.

mailto:lmbraxton@salemva.gov

ITB # 2024-011

CITY OF SALEM COURTHOUSE - JURY ROOM EXPANSION

I. GENERAL INFORMATION:

The City of Salem, Virginia, is requesting sealed bids from qualified Contractors for all labor, materials, and equipment needed for the renovation and expansion of the Jury Room in the City Courthouse, located at 2 E Calhoun Street, Salem, VA, in accordance with Invitation to Bid (ITB) # 2024-011.

There will be a non-mandatory pre-bid meeting at 10:00 a.m. on November 15, 2023, in the Jury Room in the City Courthouse, located at located at 2 E Calhoun Street, Salem, Virginia, 24153, to answer any questions from interested parties.

There will also be a non-mandatory site visit at 10:00 a.m. on November 16, 2023 for Bidders who were unable to attend the pre-bid meeting and/or to re-visit the site. There will be no questions answered at the site visit.

Bidders are strongly encouraged to attend the pre-bid meeting and/or site visit to review existing conditions prior to submitting a bid on this project.

Project plans may be obtained by email to: lmbraxton@salemva.gov or from City of Salem’s Purchasing Website at: https://salemva.gov/220/Purchasing

This Invitation to Bid consists of the following (including any Addendums that the City may issue). Each Bidder should carefully read and review ALL documents:

1. All Sections of Invitation to Bid # 2024-011

2. Summary of Work/Project Drawings (Attachment A)

3. General and Supplemental Conditions (Attachment B)

4. Bid Form (Attachment C)

5. Bid Bond (Attachment D)

6. Supplemental Terms and Conditions (Attachment E)

There will be liquidated damages as specified in General and Supplemental Conditions, Section 14, Changes in Contract Price, Completion and Liquidated Damages.

The City of Salem invites any qualified Bidder to respond to this ITB by submitting a Bid for such work, service, and/or items consistent with the terms and conditions herein set forth.

II. INSTRUCTIONS TO BIDDERS:

A. Sealed Bids shall be received by Michelle Braxton of the City of Salem Purchasing Department, 114 North Broad Street, Salem, VA 24153 by 3:00 p.m., on Wednesday, December 13, 2023. Bidders shall submit one (1) original and two (2) copies of their bid in a sealed envelope clearly marked on the outside with the company’s name and “Attn: Purchasing Department - ITB # 2024-011 – City of Salem Courthouse - Jury Room Expansion”. Any bids received after the mentioned time and date will be returned to the Bidder unopened. Faxed or emailed bids will not be accepted.

At this time, the contents of all bids will be read aloud and made public for the information of Bidders and other interested parties who may be present in person or by representative.

B. Each Bidder is solely responsible for ensuring that they have the current, complete version of the Bid documents, including any addendum(s), before submitting. The City is not responsible for any Bid documents obtained from any source other than the City.

C. Bid submittal shall include:

1. Bidder Acknowledgment & Data Sheet, Page 1 of this ITB

2. Bid Form (Attachment C), Page 64 of this ITB

3. Bid Bond (Attachment D), Page 65 of this ITB https://salemva.gov/220/Purchasing

D. For questions regarding this bid, please contact:

Michelle Braxton, Purchasing Manager P.O. Box 869

Salem, VA 24153 Telephone: 540-375-3063

Fax: 540-375-4057 Email: lmbraxton@salemva.gov

E. All questions and clarifications must be submitted by 3:00 p.m. on December 4, 2023.

F. All Bids must be signed by an authorized representative on the forms provided with this Bid. No changes are to be made to the Bid Form. Any changes to Bid amounts must be initialed.

G. The City’s procedures for withdrawal of bids (construction or other than construction) is that set forth in Section 2.2-4330 of the Virginia Code.

H. Each Bidder is advised that the Ethics in Public Contracting and Conflicts of Interests Act of the Code of Virginia applies to this Bid. Such information should be provided with the Bid response.

I. Failure to submit all required pages and information may result in the Bid to be non-responsive.

J. It is the sole responsibility of the Bidder for any cost incurred in the preparation and submission of this Bid.

K. A Bidder organized as a stock or non-stock corporation, limited company, business trust or limited partnership or registered as a registered limited liability partnership shall be authorized to transact business in the Commonwealth as a domestic or foreign business entity if so required by Title 13.1 or Title 50 of the Code of Virginia or as otherwise required by law. Any business entity described herein that enters into a Contract with the City pursuant to the Virginia Public Procurement Act 2.2-4300 et seq. shall not allow its existence to lapse or its certificate of authority or registration to transact business in the Commonwealth, if so required under Title 13.1 or Title 50 of the Code of Virginia, to be revoked or cancelled at any time during the term of the Contract. The City may void any Contract with a business entity if the business entity fails to remain in compliance with the provisions of this section. Please contact the SCC to determine whether your firm should register.

L. BID GUARANTEE: Each bid must be accompanied by a bid guarantee which shall be not less than five percent (5%) of the largest amount of which BID is made and, at the option of the bidder, may be a certified check, bank draft, or bid bond. No bid will be considered unless it is so guaranteed. Certified check or bank draft shall be made payable to the City of Salem. Cash deposits will not be accepted. The bid guarantee shall insure the execution of the contract and the furnishing of performance and payment bonds by the successful bidder as required by the specifications.

M. MODIFICATION; WITHDRAWAL OF BIDS: In accordance with withdrawal due to error in the bid, as specified in the latest edition of the City of Salem Purchasing Policy and Procedures Manual.

N. REJECTION OF BIDS: The City of Salem reserves the right to reject any or all bids and to waive any informality in bids received whenever such rejection or waiver is in the interest of the City of Salem.

O. QUALIFICATIONS REQUIRED: The ability of any bidder to obtain a performance bond shall be regarded as a test of such bidder's competency or responsibility. Any bidder must be prepared to present evidence of experience, ability and financial standing as well as an inventory of plant and equipment.

The Successful Bidder must have a valid Virginia Class A Contractors License and must demonstrate at least 5 years of experience with similar projects.

P. PERFORMANCE/PAYMENT BONDS: The bidder must be able to obtain a performance bond and payment bond in the amount of 100% of the bid estimate. This bond can be in the form of Letter of credit, Bank Insurance, or cash. Failure to obtain the performance bond will result in disqualification of the bid.

III. STATEMENT OF NEEDS/SPECIFICATIONS:

Please refer to Attachment A, Summary of Work/Project Drawings.

IV. CONTRACT TIME:

WORK under this Agreement shall achieve Substantial Completion no later than Two Hundred Forty (240) consecutive calendar days after the commencement date given in a Notice to Proceed provided by the City to the Contractor, subject to any modifications made as provided for in the Contract Documents. This Two Hundred Forty (240) day period shall be the Period of Performance for Substantial Completion. No Work shall be deemed Substantially Complete until it meets the requirements of Substantial Completion as set forth in the General and Supplemental Conditions. Final Completion of the Work shall be completed no later than Thirty (30) calendar days after the date of acceptance of Substantial Completion by the City of Salem Project Representative. Work will not reach Final Completion until it meets the requirements set forth in the General and Supplemental Conditions. Unless otherwise provided, no claims for early completion are allowed

V. SUCCESSFUL BIDDER’S RESPONSIBILITY:

The Successful Bidder shall be responsible for the work to be done by any subcontractor(s) and shall assure compliance with all requirements of this Contract. The Successful Bidder shall be responsible for completely supervising and directing the work under this contract and all subcontractors that may be utilized.

Subcontractor(s) who perform work under this Contract shall be responsible to the Successful Bidder. The Successful Bidder shall, however, remain fully liable and responsible for the work to be done by their subcontractor(s).

REMAINDER OF PAGE INTENTIONALLY LEFT BLANK

ATTACHMENT A

SUMMARY OF WORK/PROJECT DRAWINGS

Reference the following pages for plans provided by Balzer & Associates Inc., dated August 30, 2023. Technical specifications are directly on the drawings, therefore, there is NO project manual.

REMAINDER OF PAGE INTENTIONALLY LEFT BLANK

GENERAL WALL SECTION NOTES

1. ALL DATUM ELEVATIONS ARE INDICATED

RELATIVE TO HEIGHT ABOVE MAIN BUILDING

SLAB OR FRAMED FLOOR SYSTEMS. REFER

TO CIVIL DRAWINGS FOR TOP OF SLAB

ELEVATION.

2. REFER TO STRUCTURAL SHEETS FOR ALL

SLAB AND FOUNDATION DESIGN FACTORS,

DIMENSIONS, NOTES, REINFORCING, AND

DEFLECTION CRITERIA.

3. COORDINATE EXTERIOR FINISHES AND

DESCRIPTIONS WITH ADDITIONAL NOTES ON

EXTERIOR ELEVATIONS.

4. ALL INTERIOR FINISH SURFACES (FLOORS,

WALLS, AND CEILINGS) SHALL BE

COORDINATED WITH FINISH SCHEDULES,

FLOOR FINISH PLANS, AND REFLECTED

CEILING PLANS.

5. ALL TRANSITIONAL FLASHING REQUIRED AT

ROOF EAVE/PARAPET TRANSITIONS SHALL

BE INSTALLED AS RECOMMENDED BY

MANUFACTURERS OF ADJACENT MATERIALS

WITH APPROVED AND CHEMICALLY

COMPATIBLE SEALANTS.

6. REFER TO ROOF PLAN FOR ALL SLOPES.

7. REFER TO CODE REVIEW DATA FOR

REQUIRED INSULATION MINIMUM VALUES

(UNDER-SLAB, WALLS, AND ROOF).

8. PROVIDE AND INSTALL SEALANTS AND/OR

EXPANSION FILLER AT ALL DISSIMILAR

MATERIALS. INSTALL WITH BACKER RODS

PER MANUFACTURER RECOMMENDATIONS.

GENERAL BUILDING SECTION NOTES

1. ALL DATUM ELEVATIONS ARE INDICATED

RELATIVE TO HEIGHT ABOVE BUILDING SLAB

OR FRAMED FLOOR SYSTEMS. REFER TO

CIVIL DRAWINGS FOR TOP OF SLAB

ELEVATION.

2. REFER TO STRUCTURAL SHEETS FOR ALL

SLAB AND FOUNDATION DESIGN FACTORS,

DIMENSIONS, NOTES, REINFORCING, AND

DEFLECTION CRITERIA.

3. COORDINATE ALL MATERIALS/SYSTEMS WITH

THOSE NOTED ON FLOOR PLANS, EXTERIOR

ELEVATIONS, WALL SECTIONS, AND

SCHEDULES.

4. COORDINATE ALL EXTERIOR WALL

PENETRATIONS WITH OTHER TRADES.

5. GRADING CONDITIONS AT THE BUILDING

FACE MAY VARY AS SITE CONDITIONS AND

BUILDING TECHNIQUES MAY DICTATE.

6. REFER TO CODE REVIEW DATA FOR

REQUIRED INSULATION MINIMUM VALUES

(UNDER-SLAB, WALLS, AND ROOF).

GENERAL EXTERIOR ELEVATION NOTES

1. COORDINATE ALL EXTERIOR WALL

PENETRATIONS WITH OTHER TRADES.

2. GRADING CONDITIONS AT THE BUILDING

FACE MAY VARY AS SITE CONDITIONS AND

BUILDING TECHNIQUES MAY DICTATE.

3. EXTERIOR WALL PLUMBING AND VENTILATION

PENETRATIONS ARE NOT SHOWN.

COORDINATE PROPOSED LOCATIONS WITH

OWNER PRIOR TO INSTALLATION.

4. ALL EXTERIOR FINISHES/COLORS/TEXTURES

AND/OR MANUFACTURERS SHOWN HEREIN

SHALL BE VERIFIED WITH OWNER PRIOR TO

CONSTRUCTION.

GENERAL EXTERIOR MASONRY NOTES (BRICK)

1. ALL EXTERIOR FINISHES/COLORS/TEXTURES

AND/OR MANUFACTURERS SHOWN HEREIN

SHALL BE VERIFIED WITH OWNER PRIOR TO

CONSTRUCTION.

2. PROVIDE VERTICAL CONTROL JOINTS IN

BRICK VENEER AT LOCATIONS SHOWN

AND/OR AT SPACING NOTED IN OUTLINE

SPECIFICATIONS, TO BE LOCATED AT ENDS

OF WINDOW/DOOR LINTELS WHERE

POSSIBLE.

3. ALL VERTICAL MASONRY DIMENSIONS,

MORTAR JOINTS SHALL BE ALIGNED WITH

BUILDING FINISHED FLOOR.

4. SEALANTS USED IN CONTROL JOINTS SHALL

MATCH MORTAR COLORS; SEALANTS USED

AROUND DOOR AND WINDOW OPENINGS

SHALL MATCH DOOR OR WINDOW FRAMES.

5. REFER TO EXTERIOR ELEVATIONS FOR

PROJECTIONS, COURSING, AND BANDING.

GENERAL EXTERIOR PAINT NOTES

1. ALL EXTERIOR FINISHES/COLORS/TEXTURES

AND/OR MANUFACTURERS SHOWN HEREIN

SHALL BE VERIFIED WITH OWNER PRIOR TO

CONSTRUCTION.

2. PAINTING SHALL BE LABELED FOR EXTERIOR

APPLICATIONS. USE ONLY PAINT LISTED BY

MANUFACTURER FOR INTENDED

SUBSTRATES.

3. PAINT ALL EXTERIOR SIDING, TRIM AND

SOFFITS. CONSULT OWNER FOR ALL

REQUIRED PAINT AND MATERIAL COLORS IF

NOT SPECIFICALLY SHOWN HEREIN.

4. MASK ANY EXTERIOR ELEMENTS (LIGHTS,

WINDOWS, DOORS, AND SIMILAR OBJECTS)

WHICH ARE NOT TO BE PAINTED PRIOR TO

PAINTING. REMOVE ANY SPILLS OR EXCESS

PAINT BEFORE PAINT DRIES.

5. PAINT ALL EXPOSED UTILITY JUNCTION

BOXES/METERS AND ASSOCIATED CONDUIT

SHALL BE PAINTED TO MATCH IMMEDIATELY

ADJACENT BUILDING COLOR.

GENERAL ROOFING & GUTTERING NOTES

1. ALL EXTERIOR FINISHES/COLORS/TEXTURES

AND/OR MANUFACTURERS SHOWN HEREIN

SHALL BE VERIFIED WITH OWNER PRIOR TO

CONSTRUCTION.

2. CONNECT TO BELOW GRADE PIPING. SEE

SCHEMATIC ROOF PLAN FOR DOWNSPOUT

LOCATIONS. COLOR TO BE SELECTED BY

OWNER, TYPICAL.

GENERAL EXTERIOR BUILDING SIGNAGE NOTES

1. ALL EXTERIOR BUILDING SIGNAGE SHALL BE

UNDER A SEPARATE LOCALITY PERMIT.

COORDINATE/VERIFY LOCATIONS WITH

OWNER SPECIFICATIONS.

2. PROVIDE ELECTRICITY TO ALL EXTERIOR

SIGNAGE AS REQUESTED BY OWNER.

GENERAL CASEWORK/MILLWORK NOTES

1. THESE ARE SCHEMATIC CASEWORK

DRAWINGS. BALZER AND ASSOCIATES IS NOT

RESPONSIBLE FOR DIMENSIONING,

FABRICATION DETAILS (INCLUDING BRACING,

FASTENING, AND CONCEALED BLOCKING,

AND SIMILAR FRAMING) NORMALLY

ASSOCIATED WITH SHOP DRAWINGS.

2. ALLOW A MINIMUM OF 1 INCH CLEARANCE

FROM THE EDGE OF ALL WALLS AND THE

OUTSIDE FACE OF CASEWORK, TYPICAL

3. FILLER STRIPS ARE TO BE PROVIDED AT ALL

WALLS.

TOILET ACCESSORIES NOTES

1. GENERAL CONTRACTOR TO SUPPLY AND

INSTALL SCHEDULED TOILET ACCESSORIES

IN RESTROOMS. VERIFY IF OWNER OR

OWNER'S VENDOR IS SUPPLYING

SCHEDULED ACCESSORIES.

2. PROVIDE WOOD BLOCKING AT ALL WALL-

HUNG ITEMS IN FRAMED PARTITIONS.

3. ALL ACCESSORIES MUST BE ACCESSIBILITY

(ADA) COMPLIANT, SEE ADA REFERENCE

DETAILS SHEET.

4. VERIFY MOUNTING HEIGHT OF TOILET TISSUE

HOLDER PRIOR TO MOUNTING. HEIGHT MAY

VARY DEPENDING ON UNIT FURNISHED BY

OWNER.

5. GENERAL CONTRACTOR TO INSTALL BABY

CHANGING STATION AND RESTROOM WALL

CABINET (FURNISHED BY OWNER).

6. INSULATE ALL EXPOSED HOT WATER SUPPLY

AND DRAIN PIPES.

7. TOILET LEVER SHALL BE TO THE WIDE SIDE

OF ROOM OR STALL.

8. PROVIDE VENTILATION FAN TO OUTSIDE FOR

ALL TOILETS. OPERATION TO ACTIVATE

WHEN LIGHT IS SWITCHED.

9. GENERAL CONTRACTOR SHALL VERIFY FINAL

FIXTURE SELECTIONS WITH OWNER PRIOR

TO PURCHASING.

INTERIOR SIGNAGE NOTES

1. PROVIDE ACCESSIBILITY COMPLIANT

SIGNAGE TO ALL PUBLICLY ACCESSED AREAS

WITHIN THE BUILDING. THIS INCLUDES BUT IS

NOT LIMITED TO RESTROOMS, LOBBY AREAS,

AND MECHANICAL ROOMS.

2. VERIFY ADDITIONAL SIGNAGE

REQUIREMENTS WITH THE OWNER.

3. REFER TO CODE SUMMARY FOR ADDITIONAL

NOTES.

GENERAL STOREFRONT NOTES

1. STANDARD PROFILE STOREFRONT SYSTEMS

SHALL BE ANODIZED BRONZE FINISH,

TYPICAL.

2. REFER TO DOOR SCHEDULE FOR GLAZING

TYPES USED IN DOORS.

GENERAL DOOR NOTES

1. PROVIDE WEATHERSTRIPPING AND DOOR

SWEEPS AT ALL EXTERIOR DOORS.

2. FINAL DOOR STYLE SELECTIONS, COLOR,

AND HARDWARE ARE TO BE DETERMINED.

GENERAL CONTRACTOR SHALL VERIFY AND

COORDINATE IN THE FIELD.

3. HOLLOW METAL FRAMES SHALL BE 16 GAUGE

STEEL FOR EXTERIOR DOORS AND 18 GAUGE

FOR INTERIOR DOORS.

4. PROVIDE DOOR FRAMES WITH 4" HEADS AT

ALL DOORS WITHIN MASONRY WALLS AS

REQUIRED TO MAINTAIN COURSING.

5. ALL GLAZING IN DOORS AND WITHIN A 24"

ARC OF THE SIDES OF EGRESS DOORS

SHALL BE OF AN APPROVED SAFETY TYPE.

(VERIFY IN FIELD).

6. PAINT HOLLOW METAL FRAMES AND DOORS

WHERE SCHEDULED WITH 2 FINISH COATS OF

HIGH-GLOSS ACRYLIC ENAMEL. REFER TO

ELEVATIONS AND FINISH SCHEDULE.

7. ALL THRESHOLDS SHALL BE 1/4" MAXIMUM

OFFSET, ADA ACCESSIBLE.

8. DOOR DETAILS DO NOT DEPICT ALL INTERIOR

FINISHES. REFER TO INTERIOR ELEVATIONS

AND FINISH MATERIAL SCHEDULE FOR

REQUIRED FINISHES.

9. STOREFRONT DOORS AND FRAMES ARE

SCHEDULED AROUND KAWNEER PRODUCTS.

GENERAL HARDWARE NOTES

1. ALL HARDWARE SHALL BE FURNISHED AND

INSTALLED BY THE GENERAL CONTRACTOR

UNLESS NOTED OTHERWISE.

2. SEE OUTLINE SPECIFICATIONS FOR

REQUIRED FINISHES.

3. ALL LOCKS TO BE MASTER KEYED TO

SELECTED SYSTEM. COORDINATE WITH

OWNER FOR MASTER/SUB-MASTER KEYING.

4. ALL DOORS SHALL HAVE ADA APPROVED

TYPE HARDWARE (VERIFY IN FIELD).

5. PROVIDE FRAME SILENCERS AND DOOR

STOPS FOR ALL DOORS. STOPS MAY BE

FLOOR MOUNTED OR WALL MOUNTED.

6. PROVIDE 1 1/2 PAIR HINGES PER LEAF UP TO

7'-0" TALL DOORS. PROVIDE 2 PAIR HINGES

PER LEAF FOR DOORS EXCEEDING 7'-0" TALL,

UNLESS NOTED OTHERWISE.

7. EXIT HARDWARE SHALL COMPLY WITH ALL

APPLICABLE CODES.

8. THE MAXIMUM DIMENSION FROM THE TOP OF

THE THRESHOLD TO THE EXTERIOR LANDING

AT EXTERIOR DOORS SHALL NOT EXCEED

1/2". (VERIFY IN FIELD).

9. ADJUST CLOSERS SUCH THAT SWEEP

PERIOD FROM AN OPEN POSITION OF 90

DEGREES, THE TIME REQUIRED TO MOVE

THE DOOR TO AN OPEN POSITION OF 12

DEGREES SHALL BE 5 SECONDS MINIMUM.

MAXIMUM OPENING FORCE OF DOORS SHALL

BE 5 LBF FOR INTERIOR DOORS, AND 15 LBF

FOR EXTERIOR DOORS.

10. HARDWARE PROVIDER TO REVIEW

HARDWARE SETS, DOOR LOCKING

ARRANGEMENTS, OVERALL FUNCTIONALITY

ASPECTS & KEYING WITH OWNER AND

GENERAL CONTRACTOR TO COMPLETE

HARDWARE ORDER. PROVIDE SAMPLES AS

REQUIRED.

ACCESSIBLE DOOR CLEARANCE NOTES

1. UNLESS SPECIFICALLY NOTED OR

DIMENSIONED OTHERWISE ALL NEW DOORS

SHALL BE LOCATED WITH THE DOOR

OPENING 4" FROM A PARTITION CORNER (I.E.

2" OF FRAMING AND A 2" DOOR FRAME).

2. ALL NEW AND SPECIFICALLY DESIGNATED

DOORS SHALL MAINTAIN CLEAR AREAS

BASED ON THE APPROACH DIRECTION AND

THEIR OPERATIONAL SIDE. REQUIRED CLEAR

AREAS MUST BE FREE OF "PROJECTIONS" AS

DESCRIBED BY THE GOVERNING ADA CODE

(THIS INCLUDES WALL MOUNTED

ACCESSORIES, PLUMBING FIXTURES,

ADJACENT PARTITIONS, CURBS, AND SIMILAR

SYSTEMS).

3. DIAGRAMS OF RELEVANT REQUIRED

CLEARANCES ARE PROVIDED ON THE ADA

REFERENCE PAGE IN THIS DRAWING SET.

THIS SET OF ICC.ANSI A117.1-2009

STANDARDS HAS BEEN INDICATED HERE FOR

GENERAL REFERENCE PURPOSES ONLY. IN

NO WAY DOES THIS SHEET REPRESENT ALL

APPLICABLE COMPONENTS OF THE

"ACCESSIBLE AND USABLE BUILDINGS AND

FACILITIES" NATIONAL STANDARD.

GENERAL PARTITION NOTES

1. INSTALL CONTINUOUS BLOCKING/FRAMING

AT ALL DROP FRAMED CEILING LEVEL(S) AS

REQUIRED.

2. INSTALL CONTINUOUS BLOCKING/FRAMING

AT MID-HEIGHT OF ALL STUD WALLS

GREATER THAN 10'-0" HIGH AS REQUIRED

BASED ON MANUFACTURER SPECIFICATIONS.

3. ALL PARTITIONS SHALL BE FINISHED PER

FINISH SCHEDULE.

4. ALL STUD WALLS NOT EXTENDED TO

UNDERSIDE OF ROOF DECK AND TALLER

THAN 8'-0" ABOVE FINISHED FLOOR SHALL BE

BRACED AT TOP AT ±6'-0" ON CENTER WITH

EITHER STUD "KICKERS" OR STUDS

EXTENDED UP TO ROOF STRUCTURE FOR

ANY WALL GREATER THAN 10'-0" IN LENGTH.

5. ALL GYPSUM WALL BOARD WALL

INTERSECTING EXTERIOR WALLS SHALL BE

GLUED TO END STUDS AND SEALED AT WALL

JOINT CONTINUOUS WITH ACOUSTICAL

SEALANT.

6. PRESSURE-TREATED BOTTOM PLATE

REQUIRED AT ALL WOOD FRAMED WALLS

RESTING ON SLAB-ON-GRADE OR CONCRETE

AND/OR MASONRY THAT IS IN DIRECT

CONTACT WITH GROUND.

7. INFORMATION ON THIS SCHEDULE IS TO BE

USED IN CONJUNCTION WITH FLOOR PLANS,

REFLECTED CEILING PLANS, INTERIOR

ELEVATIONS AND SECTIONS.

8. EXTERIOR ENVELOPE IS NOT SCHEDULED.

REFER TO SECTIONS AND DETAILS FOR

TYPICAL BUILDING EXTERIOR WALL

DESCRIPTION.

9. ALL SINGLE-LAYER GYPSUM BOARD WALLS

CONTINUOUS AND CONTIGUOUS WITH MULTI-

LAYER GYPSUM BOARD WALLS SHALL

MAINTAIN ONE CONTIGUOUS OUTER LAYER

OF GYPSUM BOARD AT THE SAME FACE OF

FINISH. STUDS AND FURRING CHANNELS

SHALL BE OFFSET ACCORDINGLY.

10. PARTITION TYPES ARE CONTINUOUS ACROSS

DOOR AND WINDOW OPENINGS AND AROUND

CORNERS UNLESS OTHERWISE NOTED.

GENERAL SOUND TRANSMISSION (STC) NOTES

1. ALL GYPSUM WALL BOARD CORNER JOINTS

SHALL BE SEALED.

2. WHERE SOUND TRANSMISSION CLASS (STC)

RATINGS ARE INDICATED, PROVIDE

MATERIALS AND INSTALLATION IDENTICAL IN

EVERY RESPECT TO MANUFACTURERS

TESTED SYSTEM OF INDICATED RATING.

3. FOR WALLS EXTENDING TO UNDERSIDE OF

STRUCTURE ABOVE, SOUND-RATED

INSULATION BLANKETS SHALL BE FULL

HEIGHT OF PARTITION. FOR WALLS

EXTENDING 6" ABOVE FINISH CEILING, LAY

SOUND-RATED BLANKETS 24" FROM EACH

SIDE OF PARTITION.

4. ELECTRICAL OUTLET BOXES IN OPPOSITE

FACES OF SOUND-RATED WALLS SHALL BE

SEPARATED HORIZONTALLY BY A MINIMUM

24". BACKS AND SIDES OF BOXES TO BE

SEALED WITH 1/8" RESILIENT SEALANT AND

BACKED WITH 2" MINERAL FIBER INSULATION.

5. APPROVED PERMANENT AND RESILIENT

ACOUSTICAL SEALANT SHALL BE PROVIDED

IN SOUND-RATED PARTITIONS ALONG THE

JOINT BETWEEN THE FLOOR AND ALL

SEPARATE WALLS.

GENERAL MOISTURE RESISTANT PARTITION

NOTES

1. PROVIDE MOISTURE RESISTANT GYPSUM

BOARD IN ALL WET OR DAMP SPACES.

2. MOISTURE RESISTANT GYPSUM BOARD

SHALL BE USED AT ALL GYPSUM WALLBOARD

PARTITIONS SCHEDULED TO RECEIVE

CERAMIC TILE, PARTITIONS IN KITCHEN

AREAS, AND AT ALL TOILET ROOM

PARTITIONS.

3. PROVIDE TILE BACKER BOARD IN LIEU OF

GYPSUM WALL BOARD BEHIND ALL WALL

TILE, SEE INTERIOR DETAILS FOR TILE

LOCATIONS.

GENERAL PARTITION DEFLECTION NOTES

1. ALL STUD WALLS EXTENDED TO UNDERSIDE

OF ROOF STRUCTURE (DECK OR JOISTS)

SHALL UTILIZE A DEFLECTION-TYPE TOP

CONNECTION WHICH ALLOWS ROOF

DEFLECTION.

2. LIMITING HEIGHTS OF GYPSUM BOARD

PARTITIONS ARE AS PUBLISHED FOR THE U.S.

GYPSUM BOARD PRODUCTS FOR MAXIMUM

L/240 DEFLECTION AT 5 PSF LATERAL LOAD.

VERIFY ACTUAL LIMITING HEIGHT FOR

APPROVED MANUFACTURER'S PRODUCTS.

WHERE SCHEDULED PARTITION EXCEEDS

LIMITING HEIGHT, INSTALLERS SHALL ADD

BRACING ELEMENTS (ABOVE CEILING), OR

DECREASE STUD SPACING, AND/OR GAUGE

AS REQUIRED TO MAINTAIN L/240

DEFLECTION CRITERIA.

3. INSTALLERS SHALL CONFIRM ALLOWABLE

DEFLECTIONS FOR FINISH MATERIALS

APPLIED TO STUD PARTITIONS. WHERE

ALLOWABLE DEFLECTION OF FINISH

MATERIALS IS LESS THAN DEFLECTION OF

SCHEDULED PARTITION, STUD SPACING

AND/OR GAUGE SHALL BE ADJUSTED TO

CONFORM TO FINISH MATERIAL DEFLECTION

REQUIREMENTS.

4. ALLOWABLE DEFLECTION FOR ALL

PARTITIONS SCHEDULED TO RECEIVE

CERAMIC TILE IS L/360 MAXIMUM.

GENERAL FIRE RATED PARTITION NOTES

1. REFER TO UL RATINGS FOR ADDITIONAL

NOTES AND/OR REQUIREMENTS.

2. ALL PIPES, DUCTS AND BUS DUCTS, WHICH

PENETRATE THE FLOOR CONSTRUCTION,

SHALL BE INSTALLED SO AS TO MAINTAIN

THE FIRE RESISTIVE RATING AND

STRUCTURAL INTEGRITY OF THE BUILDING.

WALL PRIORITY LEGEND

(HIGHEST PRIORITY)

1 - 2 HOUR FIRE AND SMOKE WALL

2 - 2 HOUR FIRE AND 2 HOUR SHAFT WALL

3 - 1 HOUR FIRE AND SMOKE WALL

4 - 1 HOUR FIRE WALL

5 - NON-RATED

(LOWEST PRIORITY)

HIGHER

PRIORITY

PARTITION

LOWER

PRIORITY

PARTITION

GENERAL FINISH NOTES

1. CONSULT WITH OWNER FOR ALL REQUIRED

FINISH COLORS/TEXTURES. OWNER SHALL

HAVE CHOICE OF COLOR FROM

MANUFACTURER. FULL RANGE OF COLORS

FOR ALL FINISHES SPECIFIED.

2. ALL CLOSETS AND AUXILIARY SPACES SHALL

HAVE SAME FLOOR AND WALL FINISHES AS

ROOMS THEY ARE LOCATED IN, UNLESS

NOTED OTHERWISE.

3. IN ROOMS NOTED IN SCHEDULE PROVIDE

BASE AROUND ROOM PERIMETER, UNLESS

NOTED OTHERWISE.

4. INTERIOR WALLS AND INTERIOR FACE OF

EXTERIOR WALLS SHALL BE PAINTED,

CONSISTING OF (1) COAT OF PRIMER AND (2)

COATS OF INTERIOR FINISH LATEX, UNLESS

OTHERWISE NOTED.

5. SUBSTITUTIONS FOR SPECIFIED PRODUCTS

SHALL BE EQUAL TO THOSE SPECIFIED IN

COMPOSITION, PHYSICAL PROPERTIES,

COLOR AND TEXTURE AND APPEARANCE,

AND ENVIRONMENTAL QUALITIES. ALL

SUBSTITUTIONS SHALL BE SUBMITTED TO

THE ARCHITECT AND/OR OWNER FOR

REVIEW AND APPROVAL PRIOR TO

CONSTRUCTION.

GENERAL ROOF NOTES

1. ALL ROOFING, UNDERLAYMENT, AND SIMILAR

MATERIALS SHALL MEET CURRENT

GOVERNING CODE. MATERIAL INSTALLATIONS

SHALL BE PER MANUFACTURER

INSTRUCTIONS.

2. PROVIDE "CRICKETS" AROUND ALL

MECHANICAL EQUIPMENT, AND SIMILAR

CONDITIONS AS REQUIRED TO PREVENT

FLOW STOPPAGE OR PONDING. GENERAL

CONTRACTOR SHALL COORDINATE WITH

ROOFING MANUFACTURER.

3. ALL DIMENSIONS SHOWN TO ROOF-TOP

EQUIPMENT ARE APPROXIMATE, MEASURED

TO BACK OF PARAPET. GENERAL

CONTRACTOR SHALL COORDINATE EXACT

DIMENSIONS REQUIRED WITH MECHANICAL

AND FRAMING CONTRACTORS.

4. PROVIDE AND INSTALL PROTECTION MATS

INDICATED AND FROM ALL ACCESS POINTS TO

AND AROUND ALL EQUIPMENT REQUIRING

SERVICING.

5. SLOPE MEMBRANE ROOF MINIMUM 2% TO

ROOF DRAINS OR SCUPPERS.

6. "SCUPPER" INDICATES SCUPPER IN EITHER

PARAPET WALL OR GRAVEL STOP. SEE PLANS

FOR LOCATIONS.

7. ARROWS ON THE ROOF PLAN INDICATE

WATER DRAINAGE DIRECTION.

8. ROOF DRAINS SHALL NOT BE LOCATED LESS

THAN 12" FROM ANY BEAM OR JOIST

CENTERLINE.

GENERAL ROOF PENETRATION NOTES

1. GENERAL CONTRACTOR SHALL VERIFY

LOCATIONS OF ALL ROOF PENETRATIONS

WITH ELECTRICAL, MECHANICAL AND

PLUMBING DRAWINGS, INCLUDING ROOF-

MOUNTED EQUIPMENT, EXHAUST FANS, VENT

PIPES, LIGHTNING PROTECTION AND SIMILAR

SYSTEMS PRIOR TO CONSTRUCTION. REPORT

ANY INCONSISTENCIES IMMEDIATELY TO THE

ARCHITECT.

2. PROVIDE INSULATED ROOF BOOTS AND

CURBS.

3. ALL PLUMBING VENTS SHALL BE HELD A

MINIMUM OF 10'-0" FROM ANY AIR INTAKE.

4. PLUMBING PENETRATIONS NOT SHOWN.

5. ALL NEW ROOF PENETRATIONS SHALL BE

PERFORMED BY A QUALIFIED ROOFING

CONTRACTOR. ALL WORK SHALL BE IN FULL

COMPLIANCE ROOF MANUFACTURERS

STANDARD DETAILS, SPECIFICATIONS AND

RECOMMENDATIONS, SUCH THAT ALL

WARRANTIES REMAIN IN FULL EFFECT.

6. ALL EXPOSED MECHANICAL EQUIPMENT SHALL

BE PAINTED TO MATCH THE ARCHITECT'S

SELECTION

GENERAL ROOF FLASHING NOTES

1. ALL METAL FLASHING WORK SHALL CONFORM

TO LATEST EDITION OF "SHEET METAL & AIR

CONDITIONING CONTRACTORS’ NATIONAL

ASSOCIATION" (SMACNA) STANDARD DETAILS.

2. INSTALL CONTINUOUS ICE AND WATER

SHIELD/DAM; EXTEND FROM EAVE FACE TO AT

LEAST 24 INCHES INSIDE EXTERIOR WALL LINE

AND AT ALL RIDGES AND VALLEYS 36" WIDE.

ICE DAM AS MANUFACTURER BY "W.R. GRACE,

INC" OR EQUAL.

3. PROVIDE FLASHING AT ALL VALLEYS AND DRIP

EDGE AT ALL EAVES VIRGINIA CONSTRUCTION

CODE SECTION 1507.2.9. PROVIDE ALUMINUM

DRIP EDGE (2" X 1-1/2"X 0.032") AT ALL ROOF

EDGES.

4. ROOFING CONTRACTOR IS TO INSTALL

FLASHING AT ALL ROOF PENETRATIONS AS

PER MANUFACTURER'S STANDARD DETAILS.

5. ALL ROOF EDGE CONDITIONS ARE TO BE

CONSIDERED PARAPET WALLS UNLESS

OTHERWISE NOTED.

GENERAL ROOF INSULATION NOTES

1. INSULATION TO MEET MINIMUM R VALUES

INDICATED IN CODE SUMMARY, THICKNESS TO

BE AS REQUIRED. CRICKET SLOPE SHALL BE

TWICE ROOF SLOPE MINIMUM. PROVIDE TOP

LAYER PROTECTION MATERIAL PER

MANUFACTURERS RECOMMENDATIONS.

2. RIGID INSULATION BOARD CRICKETS

DIRECTING WATER TO ROOF DRAINS SHALL BE

SLOPED TO DIRECT POSITIVE DRAINAGE TO

THE ROOF DRAINS AT TWICE ROOF SLOPE

MINIMUM.

3. THICKNESS INDICATED ON THE ROOF PLAN IS

MINIMUM ALLOWED. THIS IS MEASURED FROM

THE TOP OF SUBSTRATE TO THE TOP OF

ROOF CONSTRUCTION PER THE ASSEMBLY

NOTED ON THE ROOF PLAN.

GENERAL REFLECTED CEILING PLAN NOTES

1. CEILING PLAN LAYOUTS SHALL BE

COORDINATED WITH MECHANICAL,

ELECTRICAL, AND OWNER'S REQUIREMENTS.

IN THE EVENT OF CONFLICT, MECHANICAL,

ELECTRICAL, PLUMBING OR FIRE

PROTECTION DRAWINGS WILL GOVERN FOR

THEIR SPECIFIC COMPONENT.

2. SEE ELECTRICAL DRAWINGS BY OTHERS FOR

ALL LIGHTING AND ELECTRICAL LAYOUTS

AND FIXTURE SPECIFICATIONS.

3. PROVIDE EXIT SIGNS AND/OR LIGHTS. SEE

LIFE SAFETY PLANS AND/OR ELECTRICAL

DRAWINGS FOR EMERGENCY EGRESS

LIGHTING.

4. GENERAL CONTRACTOR SHALL COORDINATE

WITH MECHANICAL, ELECTRICAL, AND

PLUMBING CONTRACTOR(S) FOR

SCHEDULING AND COORDINATION FOR

INSTALLATION OF ALL LIGHTING AND

ELECTRICAL COMPONENTS.

5. CEILING HEIGHTS SHOWN ARE

APPROXIMATE/ NOMINAL DIMENSIONS.

GENERAL CONTRACTOR SHALL VERIFY

EXACT HEIGHT IN FIELD.

6. GENERAL CONTRACTOR SHALL COORDINATE

ACCESS PANEL LOCATIONS AND SIZES

REQUIRED IN ANY HARD CEILINGS BASED ON

ANY MECHANICAL OR ELECTRICAL

EQUIPMENT LOCATED ABOVE "HARD"

CEILINGS.

7. REFER TO GENERAL FINISH NOTES AND

FINISH SCHEDULES FOR ADDITIONAL

INFORMATION.

8. OWNER PROVIDED SPEAKER SYSTEM NOT

SHOWN.

9. OWNER PROVIDED SECURITY SYSTEM NOT

SHOWN.

10. UNLESS OTHERWISE NOTED, GWB SHALL BE

FASTENED TO THE UNDERSIDE OF THE

FLOOR/ROOF STRUCTURE ABOVE AREAS

INDICATING A DROP ACT OR GWB CEILING.

SEE ARCHITECTURAL SECTIONS AND

DETAILS FOR ADDITIONAL INFORMATION.

11. PROVIDE 5/8" GYPSUM BOARD ABOVE ALL

DROP CEILINGS ASSEMBLIES UNLESS

OTHERWISE NOTED.

12. SOFFITS SHALL BE 1 INCH BELOW ADJACENT

LOWEST CEILING HEIGHT, UNLESS

OTHERWISE NOTED ON PLAN.

GENERAL FLOOR PLAN NOTES

1. REFER TO ADA ACCESSIBLE CLEARANCE

INFORMATION FOR DOORS, CASEWORK, SITE

WORK AND PLUMBING FIXTURES.

2. SEE WALL TYPES SCHEDULE FOR WALLS

THAT REQUIRE SOUND ATTENUATION

BLANKETS AND/OR SPECIFIC SOUND WALL

CONSTRUCTIONS.

3. SEE FINISH DRAWINGS AND/OR SCHEDULE

FOR SPECIFIC FINISH AND SURFACE

PREPARATION REQUIREMENTS.

4. SEE REFLECTED CEILING PLANS FOR

SPECIFIC CEILING TYPES, HEIGHTS, DETAILS,

LIGHTS, DIFFUSERS, AND SIMILAR

CONSTRUCTION.

5. SEE STRUCTURAL DRAWINGS FOR ANY

MISCELLANEOUS FRAMING MEMBERS THAT

ARE WITH WALL CONSTRUCTION ABOVE

FINISH CEILINGS, INDICATE REINFORCEMENT

REQUIREMENTS FOR CONCRETE BLOCK

WALLS, AND SIMILAR STRUCTURAL

ELEMENTS.

6. REFER TO PLUMBING DRAWINGS FOR FLOOR

DRAIN LOCATIONS. ENSURE CONCRETE SLAB

AND APPLIED FINISHES ARE SLOPED TO

DRAIN AS REQUIRED. ENSURE SMOOTH

TRANSITIONS.

7. FIRE EXTINGUISHERS (FE) SHALL BE

PROVIDED AND INSTALLED BY THE GENERAL

CONTRACTOR, SEMI-RECESSED CABINET

FULL PANEL, CLEAR ACRYLIC DOOR GLAZING,

STAINLESS STEEL WITH 1-1/2" SQUARE TRIM.

COORDINATE WITH LIFE SAFETY PLANS FOR

PROPOSED LOCATIONS.

8. PROVIDE BLOCKING FOR WALL MOUNTED

ACCESSORIES AND EQUIPMENT AS

REQUIRED.

9. PROVIDE 6" STUDS AT WATER CLOSET WET

WALLS UNLESS NOTED OTHERWISE.

10. FRAME ROUGH OPENING SIZE ACCORDINGLY

FOR DOORS/OPENINGS NOTED AS FUTURE

LIFE SAFETY GENERAL NOTES

1. ALL ROOMS WITH AN OCCUPANCY OF FIFTY

(50) OR GREATER REQUIRE A POSTED SIGN

OUTSIDE ALL DOORS OF THE ROOM STATING

THE MAXIMUM OCCUPANT LOAD OF THE

ROOM.

FIRE RATING GENERAL NOTES

1. ALL PIPES, DUCTS AND BUSS DUCTS, WHICH

PENETRATE THE WALLS, CEILINGS, OR

FLOOR CONSTRUCTION DESIGNATED AS FIRE

RATED ASSEMBLIES, SHALL BE INSTALLED SO

AS TO MAINTAIN THE FIRE RESISTIVE RATING

AND STRUCTURAL INTEGRITY OF THE

ASSEMBLY.

2. SEE ELECTRICAL DRAWINGS FOR ALL

EMERGENCY LIGHTING, EXIT SIGNAGE

LOCATIONS, AND SIMILAR ACCESSORIES.

3. SEE CODE ANALYSIS ON COVER SHEET FOR

MEANS OF EGRESS REQUIREMENTS.

4. DOORS SHALL SWING IN DIRECTION OF

EGRESS FOR SPACES OR AREAS WITH MORE

THAN 50 OCCUPANTS.

5. PROVIDE FLOOR IDENTIFICATION SIGNS IN

EXIT ENCLOSURES.

6. PROVIDE RAISED CHARACTER AND BRAILLE

EXIT SIGNS ADJACENT TO EACH DOOR TO AN

EXIT STAIRWAY, AN EXIT PASSAGEWAY AND

THE EXIT DISCHARGE.

FIRE ALARM PANEL GENERAL NOTES

1. GENERAL CONTRACTOR SHALL PROVIDE A

COMPLETE SHOP DRAWING OF THE FIRE

ALARM AND DETECTION SYSTEM (INCLUDING

THE MAIN PANEL) AND SUBMIT TO LOCALITY

FOR APPROVAL BEFORE CONSTRUCTION.

BID NOTES AND BID ALTERNATES

1. SEE SHEETS T2.01 AND T2.02 FOR PRODUCT SPECIFICATIONS FOR ANY

PRODUCT SPECIFICALLY SPECIFIED. PRODUCTS SPECIFIED ARE "BASIS

OF DESIGN" PRODUCTS THAT ESTABLISH THE LEVEL OF QUALITY AND

TYPE OF MATERIAL FOR THOSE PRODUCTS. ALTERNATE PRODUCTS

THAT MEET THE SAME LEVEL OF QUALITY AND SAME SPECIFICATIONS

WILL BE CONSIDERED, TO BE SUBMITTED TO ARCHITECT AND OWNER

FOR REVIEW PRIOR TO AWARD OF CONTRACT.

2. CONSTRUCTION ELEMENTS NOT SPECIFICALLY SPECIFIED WITH

PRODUCT SELECTIONS HAVE BEEN PROVIDED WITH PERFORMANCE

SPECIFICATIONS. ALL BUILDING PRODUCTS FOR THOSE ITEMS SHALL

MEET THE PERFORMANCE SPECIFICATIONS, TO BE VERIFIED BY

ARCHITECT AND/OR OWNER DURING SUBMITTAL/SHOP DRAWING

REVIEW.

3. THE FOLLOWING ITEMS SHALL USE THE FOLLOWING MATERIAL

ALLOWANCES FOR BIDDING IN LIEU OF PROVIDING MATERIAL

SPECIFICATIONS:

CARPET: $40.00 / SQUARE YARD

LVT/VCT: $30.00 / SQUARE YARD

VINYL COVE BASE: $4.00 / LINEAR FOOT

BRICK: $600.00 / 1,000

FOR ALL "ALLOWANCE" MATERIALS THE ALLOWANCE NOTED SHALL BE

UTILIZED FOR MATERIAL ONLY. INSTALLATION SHALLL BE INCLUDED IN

THE BASE BID. PLEASE NOTE: IF FINAL COST DURING CONSTRUCTION IS

LESS THAN THE BID UNIT PRICE, THE COST SAVINGS SHALL BE PASSED

ON TO THE OWNER VIA CHANGE ORDER.

4. UNIT PRICES FOR VARIOUS BUILDING/CONSTRUCTION ELEMENTS SHALL

BE PROVIDED WITH BIDS OR SUBMITTED PRIOR TO CONTRACT AWARD.

UNIT PRICES SHALL BE GIVEN FOR THE FOLLOWING ITEMS:

• FOOTING/FOUNDATION EXCAVATION ($ / LINEAR FOOT)

• CONCRETE SLAB-ON-GRADE REPAIR ($ / LINEAR FOOT)

• CONCRETE SIDEWALK AND BASE ($ / LINEAR FOOT)

• ROCK EXCAVATION ($ / LINEAR FOOT)

• WALL COPING ($ / LINEAR FOOT)

• HAULING ($ / TON / MILE)

• ROOF DECKING REPLACEMENT ($ / SQUARE FOOT)

• ROOF REPLACEMENT ($ / SQUARE FOOT)

5. THE FOLLOWING BID ALTERNATES ARE INCLUDED IN THESE DRAWINGS

AND SHALL BE BID AS ALTERNATE PRICES AND EITHER AN "ADD" OR

"DEDUCT" ON THE BID FORM. ANY ELEMENT NOT LISTED AS PART OF AN

ALTERNATE SHALL BE PART OF THE BASE BID.

ALTERNATE #1: NEW STEEL EXTERIOR CANOPY WITH CENTER VALLEY,

SEE ALTERNATE DETAILS ON SHEETS A3.03/S3.01.

ALTERNATE #2: ALTERNATE HVAC SYSTEM DESIGN FOR JURY ROOM

UTILIZING DUCTLESS MINI-SPLIT UNITS, SEE ALTERNATE DETAILS ON

SHEET M3.3 AND SPECIFICATION NOTES ON E2.1. (IN LIEU OF HVAC

SYSTEM SPECIFIED ON OTHER MECHANICAL SHEETS AS PART OF BASE

BID.)

ALTERNATE #3: NEW SIDEWALKS IN COURTYARD ON SHEETS C1 AND

A1.01 TO BE BID AS BRICK PAVERS TO MATCH EXISTING (IN LIEU OF

CONCRETE SIDEWALKS SHOWN WITH BASE BID.)

PROJECT NO

REVISIONS

SCALE

DATE

CHECKED BY

DESIGNED BY

DRAWN BY

Roanoke / Richmond Shenandoah Valley

New River Valley / Lynchburg

1208 Corporate Circle

Roanoke, VA 24018

540.772.9580 www.balzer.cc

12" = 1'-0"

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ROBERT W. PILKINGTON

CONFERENCE

C175

JURY ROOM

C106

JUDICIAL CORRIDOR

C165

HALL

C109

STOR

C111

TOILET

C110

WAIT/SEC

C173

JUDGE

C174

CONF

C112

CIRCUIT COURT

C105

HOLDING

C117

TEMPORARY SECURITY MEASURES SCOPE OF WORK:

NOTE: ALL ITEMS NOTED TO BE PROVIDED BY CONTRACTOR UNLESS OTHERWISE NOTED

1. CONTRACTOR SHALL INSTALL A TEMPORARY PARTITION FROM TOP OF EXIST CMU WALL TO UNDERSIDE OF ROOF DECK, USING METAL STUDS WITH 1/2" PLYWOOD, SCREWED TO STUDS W/TAMPER-RESISTANT SCREWS.

2. CONTRACTOR SHALL INSTALL TEMPORARY LOCKING DOOR HARDWARE (LOCKED FROM WORK AREA EA SIDE) AND INSTALL TEMPORARY BARRIER ON COURTROOM SIDE OF DOOR USING METAL STUDS AND 1/2" PLYWOOD SHEATHING, SCREWED TO STUDS W/TAMPER-RESISTANT SCREWS.

3. CONTRACTOR SHALL INSTALL TEMPORARY PARTITION IN HALLWAY FROM FLOOR TO UNDERSIDE OF ROOF DECK, USING METAL STUDS WITH 1/2" PLYWOOD, SCREWED TO STUDS W/TAMPER-RESISTANT SCREWS.

4. EXISTING DOOR TO BE LOCKED BY OWNER (LOCKED ON CORRIDOR SIDE).

5 CONTRACTOR SHALL INSTALL A TEMPORARY PARTITION FROM TOP OF EXIST STUD WALL TO UNDERSIDE OF ROOF DECK, USING METAL STUDS WITH 1/2" PLYWOOD, SCREWED TO STUDS W/TAMPER-RESISTANT SCREWS.

PROJECT NO

REVISIONS

SCALE

DATE

CHECKED BY

DESIGNED BY

DRAWN BY

Roanoke / Richmond Shenandoah Valley

New River Valley / Lynchburg

1208 Corporate Circle

Roanoke, VA 24018

540.772.9580 www.balzer.cc

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1 TEMPORARY SECURITY PLAN

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DIVISION 02 - EXISTING CONDITIONS

1. REFER TO THE DEMOLITION PLANS AND GENERAL NOTES FOR ADDITIONAL NOTES.

DIVISION 03 - CONCRETE (SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION)

1. INTERIOR SLABS SHALL HAVE VAPOR BARRIER TO BE ASTM E 1745, CLASS A, NOT LESS

THAN 15 MILS THICK. VAPOR BARRIER SHALL BE CONTINUOUS FROM OUTSIDE FACE OF

EXTERIOR WALLS. ALL PENETRATIONS AND SEAMS SHALL BE SEALED WITH MEMBRANE

MANUFACTURER APPROVED TAPE AND/OR SEALANT. CONTRACTOR SHALL INSPECT

WITH SPECIAL INSPECTOR (AS REQUIRED) IMMEDIATELY BEFORE CONCRETE

PLACEMENT TO ENSURE INTEGRITY OF MEMBRANE.

2. FLOOR SLABS TO BE DEPRESSED WHEN NECESSARY TO ACCOMMODATE FINISHED

FLOOR SYSTEM WITH NO CHANGE IN FINISHED FLOOR ELEVATION TO ADJACENT FLOOR

SYSTEMS. FLOOR MATERIALS MAY INCLUDE RECESSED FLOOR MATS, TILE, CARPET, OR

SIMILAR FINISHES.

DIVISION 03 - ARCHITECTURAL CAST STONE COPINGS

1. MATCH EXISTING PRECAST COPING. SUBMIT SAMPLE FOR APPROVAL.

2. COMPLY WITH CURRENT ASTM C1364.

3. PROVIDE THE FOLLOWING:

A. COMPRESSIVE STRENGTH OF 6,500 PSI MIN AT 28 DAYS PER ASTM C1194.

B. ASTM C1195: 6.0% MAX BY COLD WATER METHOD.

C. AIR CONTENT: ASTM C173 OR C231. FOR WET-CAST PRODUCT SHALL BE 4.0-8.0% .

4. MATERIALS: PORTLAND CEMENT - TYPE I OR TYPE III, WHITE OR GRAY, ASTM C150.

COARSE AGGREGATES - GRANITE, QUARTZ, OR LIMESTONE, ASTM C33, EXCEPT FOR

GRADATION. FINE AGGREGATES - MANUFACTURED OR NATURAL SANDS, ASTM C33,

EXCEPT FOR GRADATION. COLORS - INORGANIC IRON OXIDE PIGMENTS, ASTM C979

EXCEPT THAT CARBON BLACK PIGMENTS SHALL NOT BE USED.

5. ADMIXTURES: ASTM C260 FOR AIR-ENTRAINING ADMIXTURES. ASTM C494/C495M TYPE

A - G FOR WATER REDUCING, RETARDING, ACCELERATING, AND HIGH RANGE

ADMIXTURES.

6. REINFORCING: REINFORCING BARS, ASTM A615/A615M GRADE 40 OR 60 STEEL

GALVANIZED OR EPOXY COATED WHEN COVER IS LESS THAN 1.5 IN. WELDED WIRE

FABRIC ASTM A185 WHERE APPLICABLE FOR WET CAST UNITS. FIBER REINFORCEMENT

(OPTIONAL) ASTM C1116.

7. ALL ANCHORS, DOWELS, AND OTHER ANCHORING DEVICES AND SHIMS SHALL BE

STANDARD BUILDING STONE ANCHORS COMMERCIALLY AVAILABLE IN A NON-

CORROSIVE MATERIAL SUCH AS ZINC PLATED, GALVANIZED STEEL, BRASS, OR

STAINLESS STEEL TYPE 302 OR 304.

DIVISION 06 – WOOD, PLASTICS, AND COMPOSITES (SEE STRUCTURAL NOTES FOR

ADDITIONAL INFORMATION)

1. WOOD CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE AMERICAN

INSTITUTE OF TIMBER CONSTRUCTION AND THE NATIONAL FOREST PRODUCTS

ASSOCIATION (NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION).

2. CONTRACTOR TO PROVIDE WALL BLOCKING FOR ALL SHELVING, EQUIPMENT, GRAB

BARS, MOP HOLDERS, FIXTURES, AND SIMILAR ACCESSORIES FOR FIRM SUPPORT.

COORDINATE WITH ALL CONTRACTOR, OWNER AND EQUIPMENT SUPPLIER

REQUIREMENTS PRIOR TO ENCLOSING FRAMING.

3. WOOD TREATMENT: PRESSURE TREAT ALL SILLS AND PLATES AND ANY OTHER WOOD

IN CONTACT WITH MASONRY, CONCRETE OR GROUND, AND AS SHOWN ELSEWHERE

ON DRAWINGS. PRESSURE TREATMENT SHALL COMPLY WITH AWPB STANDARDS C2

AND LP-22.

4. FASTENERS FOR PRESERVATIVE TREATED WOOD SHALL BE HOT-DIPPED ZINC COATED

GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE, OR COPPER.

DIVISION 06 – LAMINATE PLASTICS

1. SURFACING SHALL BE HIGH-PRESSURE DECORATIVE LAMINATE. SHEET BACKING

PANELS SHALL BE OF SIMILAR MATERIAL AND THICKNESS, WITHOUT DECORATIVE

FINISH. CORE MATERIAL SHALL BE 3/4” THICK MEDIUM DENSITY PARTICLEBOARD;

MINIMUM WEIGHT 40 LBS PER CUBIC FOOT. COUNTERTOPS SHALL BE FABRICATED IN

SINGLE LENGTHS UP TO 12’-0”; COUNTERTOPS OVER 12’-0” LENGTH SHALL HAVE

HAIRLINE JOINTS. ALL EXPOSED EDGES TO BE SMOOTH, SHARP, CLEAN. PROVIDE

OPENINGS (I.E. SINKS, GROMMETS, EQUIPMENT, RESTROOM ACCESSORIES, AND

SIMILAR PENETRATIONS) IN COUNTERTOP AS REQUIRED FOR EQUIPMENT. CONSULT

WITH OWNER TO CONFIRM LOCATIONS.

2. COUNTERTOPS SHALL BE AWI CUSTOM GRADE MIN, POST-FORMED WITH COVED

INTEGRAL SPLASHBACK AND WATERFALL FRONT EDGE.

3. CABINET HDPL SHALL BE HORIZONTAL GRADE, 0.028" MIN THICKNESS. VERTICAL

APPLICATIONS SHALL BE VERTICAL GRADE, 0.020" MIN. THICKNESS.

4. SURFACE BURNING CHARACTERISTICS: 1. TEST STANDARDS: ASTM E 84, ASTM E 162,

ASTM E 662, IMO FTP CODE PART 2 AND PART 5, AND UL 723. 2. INTERIOR FINISH

CLASSIFICATION, FIRE-RATED LAMINATE: CLASS A ACCORDING TO NFPA 101. FLAME

SPREAD LESS THAN 25 AND SMOKE DEVELOPED LESS THAN 450.

5. SURFACES SUBJECT TO FOOD CONTACT: COMPLY WITH NSF STANDARD 35.

COLOR, PATTERN, AND FINISH: SELECTED FROM MANUFACTURER'S FULL RANGE OF

AVAILABLE SELECTIONS.

DIVISION 06 – CASEWORK

1. THE CASEWORK SUBCONTRACTOR/SHOP SHALL PROVIDE A COMPLETE SET OF

CASEWORK SHOP DRAWINGS TO THE GENERAL CONTRACTOR FOR USE AND

REFERENCE PERTAINING TO THE CONSTRUCTION OF THE PROJECT. THESE SHOP

DRAWINGS SHALL BE CONSIDERED AS AN INTEGRAL PART OF THE CONTRACT

DOCUMENTS FOR THE CONSTRUCTION OF THE PROJECT.

2. ALL CASEWORK ITEMS SHALL BE FURNISHED TO THE JOBSITE IN PREFINISHED

CONDITION (I.E. STAINED, SEALED, LAMINATED, AND SIMILAR FINISHES) UNLESS

SPECIFICALLY NOTED OTHERWISE.

3. PROVIDE SUBMITTALS FOR COLOR AND FINISH SAMPLES.

4. CABINETS ARE TO BE KCMA A161.1 CERTIFIED WITH FLUSH OVERLAY CONSTRUCTION

MEETING AMERICAN WOODWORKERS INSTITUTE (AWI) CUSTOM GRADE STANDARDS.

5. CABINETS TO HAVE HDPL ON EXPOSED EXTERIOR SURFACES, EXPOSED INTERIOR

SURFACES, AND SEMI-EXPOSED SURFACES.

6. HARDWARE SHALL CONFORM TO ANSI/BHMA STANDARDS, GRADE 2 REQUIREMENTS.

DRAWER SLIDES SHALL HAVE A MINIMUM LOAD CAPACITY OF 75 POUNDS.

7. HARDWARE SHALL BE WIRE PULLS UNLESS OTHERWISE NOTED.

8. HINGES SHALL BE CONCEALED EUROPEAN-SYTLE, SELF-CLOSING HINGES.

DIVISION 06 – FIRE TREATED LUMBER AND SHEATHING

1. FIRE-RETARDANT-TREATED FRAMING LUMBER AND SHEATHING (IF SHOWN) SHALL

BEAR LABELS STATING CERTIFICATION AND HAVE A FRAME SPREAD OF 25 OR LESS

(CLASS A) WHEN TESTED IN ACCORDANCE WITH ASTM E84 AND UNDERWRITERS

LABORATORIES, INC.

DIVISION 04 - MASONRY TYPES AND SELECTIONS

1. GENERAL CONTRACTOR SHALL BUILD A SAMPLE PANEL OF BRICK VENEER, SHOWING

FULL RANGE OF BRICK FINISHES, INCLUDING ALL COLORS, TEXTURES AND MORTAR

COLORS AND FLASHING MATERIALS, FOR APPROVAL BY OWNER AND/OR ARCHITECT

PRIOR TO CONSTRUCTION.

2. BRICK VENEER SHALL MATCH EXISTING AND BE APPROVED BY OWNER, GRADE SW,

TYPE FBS COMPLYING WITH ASTM C-216, NOMINAL SIZE 2-3/4" X 8" X 4" (9 VERTICAL

COURSES PER 24"). LAY WALLS IN RUNNING BOND UNLESS NOTED OTHERWISE.

MORTAR SHALL MATCH EXISTING. FILL ALL JOINTS COMPLETELY WITH MORTAR AND

FINISH JOINTS WITH A STEEL TOOLED "CONCAVE" JOINT.

3. MORTAR SHALL BE ASTM C270, TYPE M BELOW GRADE AND TYPE N ABOVE GRADE.

COMPLY WITH MANUFACTURER MIXING AND APPLICATION SPECIFICATIONS.

DIVISION 04 - MASONRY

(SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION)

1. BUILD ALL MASONRY LEVEL, SQUARE, PLUMB AND TRUE, USING BATTS FOR CLOSURES

ONLY. MAINTAIN MINIMUM 1" CLEAR AIRSPACE BETWEEN FACE OF

SHEATHING/INSULATION AND BACK OF VENEER BRICK. VENEER MASONRY SHALL

EXTEND TYPICALLY A MINIMUM OF 6" BELOW FINISHED GRADE.

2. MORTAR CROSS CELLS TO CONTAIN GROUT IN REINFORCED CELLS ONLY. NO

SPILLAGE OF GROUT INTO NON-REINFORCED CELLS ALLOWED.

3. FLASHING AND WEEPS: WALL FLASHING SHALL BE "PERM-A-BARRIER" FLEXIBLE

FLASHING BY W.R. GRACE, OR EQUAL, 60MIL SELF-ADHESIVE RUBBERIZED ASPHALT

SHEET LAMINATED TO A CROSS LAMINATED POLYETHYLENE FILM AND 12OZ HEMMED

STAINLESS STEEL DRIP EDGE STOPPING 3/8" BEYOND FACE OF WALL. INSTALL

FLASHING ABOVE ALL WINDOW AND DOOR HEADS, BELOW SILLS, AT FLOOR SLAB, AT

INTERSECTIONS OF ROOFING AND VERTICAL WALLS AND AT OTHER INTERRUPTIONS

TO DOWNWARD FLOW OF MOISTURE. TURN UP AND SEAL ENDS OF FLASHING TO

PREVENT HORIZONTAL MIGRATION OF MOISTURE. PROVIDE OPEN HEAD WEEPS 24" ON

CENTER AT ALL FLASHING POINTS. TOP OF FLASHING SHALL TERMINATE BEHIND WALL

MOISTURE BARRIER.

4. COMPLETED MASONRY WORK TO BE BRUSHED AND WASHED WITH WARM CLEAN

WATER, AND FREE OF EXCESS MORTAR. CLEAN ALL OTHER WORK AFFECTED BY

MORTAR SPILLS AND WASHING. NO ACID ALLOWED.

5. PROVIDE VERTICAL CONTROL JOINTS AT 25' O.C. IN ALL MASONRY WALLS UNLESS

NOTED. SEAL JOINTS WITH NON-SAG SEALANT MATCHING MASONRY COLOR.

DIVISION 04 - MASONRY REINFORCING, ANCHORS AND LINTELS

(SEE STRUCTURAL NOTES)

DIVISION 07 - GUTTERS AND FLASHING

1. METAL FLASHING AND ROOF TRIM - STAINLESS STEEL FLASHING'S TO BE MINIMUM 24

GAUGE, ASTM A 167, SOFT ANNEALED, WITH NO. 2D FINISH @ INTERSECTIONS OF

ROOF & VERTICAL WALLS & OTHER INTERRUPTIONS TO THE DOWNWARD FLOW OF

MOISTURE. METAL FLASHING TO BE ATTACHED WITH SCREWS AND NEOPRENE

WASHERS.

2. GUTTERS AND DOWNSPOUTS SHALL BE FACTORY FINISHED METAL; 0.027 INCH THICK -

GUTTERS, 0.020 INCH THICK DOWNSPOUTS. COLOR AS INDICATED IN DRAWINGS.

3. ALL GUTTERS TO BE RECTANGULAR STYLE PRE-FINISHED SEAMLESS METAL WITH

OVERSIZED DOWNSPOUTS.

4. ROOF SCUPPERS AND OTHER STAINLESS STEEL FLASHING TO BE MINIMUM 24 GAGE,

ASTM A 167, SOFT ANNEALED, WITH NO. 2D FINISH. NON-SPECIFIC METAL FLASHING

SHALL BE 24 GAGE ALUMINUM, FACTORY FINISHED, COLOR TO MATCH SURROUNDING

CONSTRUCTION. ALL FLASHING TO HAVE WATERTIGHT SEAMS WITHOUT EXPOSED

FASTENERS, DETAILED PER SMACNA STANDARDS.

DIVISION 07 - ROOFING SYSTEMS (METAL)

1. STANDING SEAM METAL ROOFING SHALL BE MINIMUM 24 GAGE ZINC COATED SHEET

STEEL, ASTM A653/A653M, G90, 12" FACTORY FORMED WIDE PANS, 1-1/2" SEAM HEIGHT,

FACTORY PRIMED AND FINISHED WITH FLOROPOLYMER TWO-COAT ORGANIC FINISH

SYSTEM, COLOR AS SELECTED BY OWNER FROM MANUFACTURER'S FULL RANGE, 20

YEAR FINISH WARRANTY; "FIELD-LOK" SERIES BY ATLAS, OR EQUAL.

2. PANELS SHALL BE CONTINUOUS FROM RIDGE TO EAVE, AND MECHANICALLY JOINED BY

ROLLER MACHINE PER MANUFACTURERS WRITTEN SPECIFICATIONS. PANELS SHALL BE

MOUNTED WITH CONCEALED CLEATS 12" ON CENTER, TO ALLOW PANEL MOVEMENT,

WITH CONTINUOUS SEALANT BEAD IN SEAM AND DOUBLE FOLD. NO EXTERNAL

FASTENERS WILL BE PERMITTED.

3. UNDERLAYMENT SHALL BE TYPE II NO. 30 ASPHALT - SATURATED ORGANIC FELT, WITH

ROSIN SIZED, BUILDING PAPER SLIP SHEET. ROOF SYSTEM TO COMPLY WITH UL 580

FOR CLASS 115 WIND UPLIFT RESISTANCE.

4. PROVIDE SNOW GUARDS (COLOR TO MATCH ROOF) AT MANUFACTURER

RECOMMENDED SPACING.

5. NO PARTIAL PANEL SHALL BE LESS THAN 6" WIDE. ALL SCREWS SHALL EXTEND

THROUGH INSULATION AND INTO ROOF STRUCTURAL DECK BELOW, TO BE

DETERMINED BY STANDING SEAM ROOF MANUFACTURER AND STRUCTURAL ROOF

DECKING.

DIVISION 07 - ROOFING SYSTEMS (MEMBRANE)

1. RUBBER MEMBRANE ROOFING SYSTEM SHALL BE SURE SEAL EPDM ROOFING SYSTEM,

60 MIL, FULLY ADHERED, BY CARLISLE ROOFING SYSTEMS OR EQUAL, AND SHALL BE

INSTALLED PER MANUFACTURER'S STRICT INSTALLATION GUIDE SPECIFICATIONS.

2. MEMBRANE TO BE PLACED OVER RIGID INSULATION (CARLISLE HPH

POLYISOCYANURATE OR EQUAL, THICKNESS AS REQ. PER DRAWINGS) AND STAGGER

JOINTS. MECHANICALLY ATTACH INSULATION WITH #14 SCREWS AS REQUIRED BY

CODE. PROVIDE ALL REQUIRED ADHESIVES, SEALANTS, AND FASTENERS AS SHOWN IN

DRAWINGS, CONSULT MANUFACTURER'S SPECIFICATIONS FOR SEALANT TYPES

REQUIRED.

3. GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ARCHITECT FOR

APPROVAL PRIOR TO INSTALLATION. PROVIDE ALL REQUIRED BOOTS, CURBING, WALK-

PADS (TO AND AROUND ALL HATCHES, DOORS AND EQUIPMENT) AND INCIDENTAL

ACCESSORIES, INSTALLED PER ROOFING MEMBRANE MANUFACTURER'S GUIDELINES.

4. WARRANTY PERIOD: 20 YEARS, TO INCLUDE ALL FLASHING.

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

1. RIGID PERIMETER INSULATION SHALL BE ASTM C578, TYPE IV; COMPRESSIVE

STRENGTH: 25 LB. PER SQUARE INCH, MINIMUM (ASTM D1621); WATER ABSORPTION:

0.1% BY VOLUME, MAXIMUM (ASTM C272). FOAM BLOWING AGENT SHALL PROVIDE AT

LEAST 90% REDUCTION IN OZONE DEPLETION POTENTIAL AS COMPARED WITH

STANDARD CFC BLOWING AGENTS. AGED R-VALUE: 4.4 PER INCH @ 75°F - THICKNESS

AS INDICATED OR OF THICKNESS TO ACHIEVE NOTED R-VALUE.

2. FIBERGLASS BATT INSULATION FOR CONCEALED INSTALLATIONS: KRAFT-FACED

THERMAL BATT INSULATION COMPLYING WITH ASTM C665, TYPE II, CLASS C, WITH

MAXIMUM FLAME SPREAD OF 25 AND SMOKE-DEVELOPMENT OF 450 OR LESS.

3. FIBERGLASS BATT INSULATION FOR EXPOSED INSTALLATIONS (INCLUDING ANY

FACINGS): SHALL HAVE A FLAME SPREAD RATING PER CURRENT GOVERNING CODE.

INSULATION SHALL BE FSK (FOIL) OR PSK (POLY) FACED FIBERGLASS THERMAL BATT

INSULATION COMPLYING WITH THE FLAMESPREAD REQUIREMENTS LISTED ABOVE, OR

UNFACED HIGH DENSITY MINERAL FIBER, WITH STRAPPING AS REQUIRED BE HELD IN

PLACE.

4. EXTERIOR SEALANTS: SHALL BE NON-SAG, SILICONE TYPE. COLOR TO MATCH

ADJACENT EXTERIOR MATERIALS, OR EXTERIOR DOOR OR WINDOW FRAMES. SUBMIT

SAMPLES TO ARCHITECT FOR APPROVAL. NOTE THAT MORE THAN (1) SEALANT COLOR

WILL BE REQUIRED. VERIFY COLOR LOCATIONS WITH ARCHITECT PRIOR TO

INSTALLATION.

5. INCLUDE SILL PLATE INSULATION, CAULKING OF SILLS AND PLATES AND FOAM

INJECTIONS AT WINDOW AND DOOR SHIM SPACE.

6. PROVIDE 15MIL VAPOR BARRIER UNDER CONCRETE SLAB ON GRADE. SEAL ALL JOINTS

& PENETRATIONS.

7. PROVIDE 60 MIL BITUTHENE WATERPROOFING MEMBRANE WITH 1/2" PROTECTION

BOARD AT ALL BELOW GRADE, EXTERIOR WALLS. CONTINUE MEMBRANE AND

PROTECTION BOARD OVER TOP OF FOOTING. WHERE GRADE IS LESS THAN 8" BELOW

FINISH FLOOR, EXTEND MEMBRANE 12" UP BEHIND MOISTURE BARRIER.

8. MOISTURE BARRIER BASIS-OF-DESIGN SHALL BE DUPONT TYVEK FLUID APPLIED

WEATHER BARRIER, OR EQUAL. CONTINUOUS ON ALL WALL SURFACES, AND

INTEGRATED WITH EMBEDDED FLASHING COMPONENTS.

DIVISION 08 - OPENINGS

1. ALL NEW DOORS TO BE MINIMUM 3'-0" WIDE X 7'-10" TALL UNLESS OTHERWISE NOTED.

PROVIDE "LEVER STYLE" HANDLES. HARDWARE SHALL BE HEAVY DUTY COMMERCIAL

CUSTOM GRADE. ALL HINGES TO BE PERMANENTLY MOUNTED TO MINIMUM HEIGHT OF

38” A.F.F. THRESHOLDS TO COMPLY WITH ADA. ALL HARDWARE FINISHES SHALL BE

BRUSHED NICKEL UNLESS NOTED OTHERWISE.

2. ALL DOORS AND FRAMES NOTED SPECIFICALLY WITH FIRE RATING CHARACTERISTICS

SHALL BE INSTALLED AND MAINTAINED WITH CLEARLY IDENTIFIABLE LABELS WITH U.L.

INFORMATION. ALL LABELS SHALL REMAIN UNPAINTED OR TARNISHED.

3. GLAZING

A. NON-INSULATED: 1/4" THICK, ASTM 1036,…