RFP 27-20 Addendum 3_9.16.26.pdf

Roswell Park Comprehensive Cancer Center ADDENDUM #3 Community Outreach and Engagement Center – Phase II (RFP #27-20) Page 1 of 6 #15-24-001 Young + Wright Architects

ADDENDUM #3

Date of Addendum: 9/16/2026

NOTICE TO ALL BIDDERS AND PLANHOLDERS

The Contract Documents for the above-referenced Project are modified as set forth in this Addendum. The original Contract Documents and any previously issued addenda remain in full force and effect, except as modified by this Addendum, which is hereby made part of the Contract Documents. Bidder shall take this Addendum into consideration when preparing and submitting a bid, and shall acknowledge receipt of this Addendum in the space provided on the Bid Form.

BID SUBMITTAL DEADLINE

The bid submittal deadline is Friday September 25, 2026 at 02:00 PM EST.

1.0 – SPECIFICATIONS

Item Section No. Description of Change

1.1 080671 – DOOR

HARDWARE

SCHEDULE

REVISE:

Hardware Set 2.0.

WITH:

Doors: J-201C

2 Continuous Hinge CFM_SLF-HDI US10BE PE 087100 2 Surface Vert Rod Exit 12 72 NB-8743 ETL US10BE SA 087100 2 Small Format Inter Core Provided by Owner 087100 2 Surface Closer (Tie to Fire Alarm) 7705PTO US10BE NO 087100 2 Kick Plate K1050 8” CSK BEV US10B RO 087100 2 Wall Stop 409 10BE RO 087100 2 Astragal S772 PE 087100 1 Gasketing S88 PE 087100

1.2 080671 – DOOR

HARDWARE

SCHEDULE

REVISE:

Hardware Set 10.0

ADD:

Doors: J-106

1.3 081113 –

HOLLOW

METAL

DOORS AND

FRAMES

ADD:

2.4 Fire rated interior hollow metal doors and frames.

a. Manufacturer: Subject to compliance with requirements, provide products from one of the followings:

1) Basis of design: Ceco Door, ASSA ABLOY

2) Curries Company, ASSA ABLOY

3) Steelcraft, an Allegion brand

4) Architect Approved Equal

b. Provide where HM frames with fire ratings are listed in door schedule.

Construct hollow-metal frames to comply with standards indicated for materials, fabrication, hardware locations, hardware reinforcement, tolerances, and clearances, and as specified.

Community Outreach and Engagement Center – Phase II (RFP #27-20) Page 2 of 6

c. Limitations: Obtain hollow metal door, frame, and glazing from a single manufacturer when new metal doors, frames, and glazing are to be provided within the same opening

d. Interior Fire Rated Hollow Metal Doors and Frames:

1) Certifications: Door system shall be tested in accordance with NFPA 252, UL 10B, UL 10C and CAN4 S104.

2) Dimensions:

a) Perimeter frame face dimension: 2”

b) Doors: 1-3/4” thick

c) Max door opening sizes: Must meet up to 4’ wide x 9’ high for single doors and 8’ wide x 9’ high for double doors. No intermediate rails required.

3) Frame: Steel profiled formed tubing permanently joined with steel bolts.

4) Insulation: Insulate framing system against effects of fire, smoke, and heat transfer from either side. Insulate profiled steel tubing using a shell construction that incorporates Promatect-H intermediate interlayer. Firmly pack perimeter of framing system to rough opening with mineral wool fire stop insulation or appropriately rated intumescent sealant.

5) Uniform Load Deflection Test Pressure: up to +/- 50 pdf

6) Uniform Load Structural Test Pressure: up to +/- 75 psf

7) Testing Laboratory: Fire test must be conducted by a nationally recognized independent testing laboratory.

8) Steel Glazing Beads: Extruded steel beads with dimensions recommended by manufacturer to securely hold glazing material in place.

9) Fasteners: Type recommended by manufacturer

10) Glazing Accessories: Set specified glass using calcium silicate, or setting blocks.

11) Glazing Gaskets, Compounds and tapes: Refer to specification section “088813 – FIRE RESISTIVE GLAZING”

12) Fire-Resistance-Rating: As indicated on Door Schedule

1.4 084113 –

ALUMINUM-

FRAMED

ENTRANCES

AND

STOREFRONTS

ADD:

2.4 Fire rated aluminum-frame entrance and storefront system

a. Manufacturer: Subject to compliance with requirements, provide products by one of the following:

1) Basis of design: SaftiFirst – GPX Architectural Series 45 Minute Fire Resistive

2) Architect approved equal

b. Limitations: Obtain aluminum frame and glazing from a single manufacturer when new aluminum frames and glazing are to be provided within the same opening.

c. Performance Requirements:

1) Fire Rating: 45 Minutes

2) Certification: Storefront system shall be tested in accordance with

UL9, UL 10B, UL 10C, UL 263, UL 752-2005, NFPA 80,

Community Outreach and Engagement Center – Phase II (RFP #27-20) Page 3 of 6

NFPA 251, NFPA 252, NFPA 257, ASTM E119, ASTM E152,

ASTM E163.

3) Testing Laboratory: Fire test shall be conducted by an approved independent testing laboratory, similar to Underwriter’s Laboratory, Inc.

4) Air infiltration: The test specimen shall be tested in accordance with ASTM E283 at a minimum frame size of 97”X145”. Air infiltration rate shall not exceed 0.01 cfm/ft2.

5) Static Water Resistance: The test specimen shall be tested in accordance with ASTM E331 at a minimum frame size of 97”X145”. There shall be no leakage as defined in test method at a static pressure difference of 20 psf.

6) Uniform Load Deflection: A minimum static air pressure difference of 50 psf shall be applied in the positive and negative direction in accordance with ASTM E330. There shall be no deflection in excess of L/175 of the span of any framing member.

7) Uniform Load Structural Test: A minimum static air pressure difference of 75 psf shall be applied in the positive and negative direction in accordance with ASTM E330.

d. Framing Members: Manufacturer’s extruded- or formed- aluminum framing member of thickness required and reinforced as required to support imposed loads.

1) Frame Construction:

a) Exterior Framing Construction: Thermally broken.

b) Interior Vestibule Framing Construction: Thermally broken.

c) Glazing Plane: Center

d) Aluminum: Alloy and temper recommended by manufacturer for type of use and finish indicated.

e) Steel Reinforcement: As required by manufacturer.

2) Dimensions:

a) Perimeter frame face dimension: 2-1/2”

b) Depth of framing: 4-1/2”

c) Max CV Width: 124”

d) Max CV Height: 124”

3) Internal Framing: Internal tube steel framing shall conform to ASTM A501. Formed steel retainers shall be galvanized conforming to ASTM A527.

4) Sealing: The framing system shall insulate against the effects of fire, smoke and heat transfer from either side. The perimeter of the framing system to the rough opening shall be firmly packed with mineral wool fire stop insulation or appropriately rated intumescent sealant.

5) Assembly Accessories:

a) Fasteners: Type recommended by manufacturer. No exposed fasteners allowed.

b) Glazing accessories: The glazing material perimeter shall be separated from the perimeter framing system with approved flame-retardant glazing tape. The glazing panel shall be caulked

Community Outreach and Engagement Center – Phase II (RFP #27-20) Page 4 of 6 continuously around the edge to the tube steel frame utilizing neutral cure silicone. Silicone setting blocks are recommended.

e. Glazing: Refer to specification section 088813 – FIRE RESISTIANT

GLAZING

1.5 088813 – FIRE

RESISTANT

GLAZING

ADD:

SPECIFICATION 088813 – FIRE RESISTANT GLAZING

1.6 092900 –

GYPSUM

BOARD

Refer to Part 2.1 Products – C.

ADD:

c. Gypsum Board, Type X: ASTM C1396/C1396M

1) Manufacturer: Subject to compliance with requirements,

a) USG Corporation

b) American Gypsum

c) National Gypsum Company

d) Architect approved equal

2) Thickness: 1 inch

3) Long edge: Tapered

2.0 – DRAWINGS

Item Drawing No. Description of Change

2.1 A351 REPLACE:

A351 - WALL SECTIONS

Updated Wall Section 2 to show Rated Wall and Door.

2.2 A502 REPLACE:

A502 – INTERIOR AND MILLWORK DETAILS

Updated plan details 10 & 11 to reflect fire wall and rated storefront. Added plan detail 21.

2.3 A600 REPLACE:

A600 - DOOR SCHEDULE, DOOR & FRAME TYPES, PARTITION

TYPES

Updated door jamb details, updated partition types and door frame types

2.4 A601 REPLACE:

A601 CURTAIN WALL TYPE, STOREFRONT TYPE, AND DETAILS

Added head jamb and sill details for rated storefront system, updated glazing types on storefront types.

2.5 E003 REPLACE:

E003 – FIRST FLOOR PLAN - POWER & SYSTEMS

Adding smoke detector and power and fire alarm connections to door hold openers.

Community Outreach and Engagement Center – Phase II (RFP #27-20) Page 5 of 6 #15-24-001 Young + Wright Architects

3.0 - SKETCHES

Item Sketch No. Description of Change

3.1 ASK-013 REPLACE:

Portion of 1/A001 – FIRST FLOOR PLAN

WITH:

Attached ASK-013 FIRST FLOOR PLAN

3.2 ASK-014 REPLACE:

Portion of 1/A101 FIRST FLOOR REFLECTED CEILING PLAN

WITH:

Attached ASK- 014 FIRST FLOOR REFLECTED CEILING PLAN

3.3 ASK-015 REPLACE:

Portion of 1/A003 ROOF PLAN

WITH:

Attached ASK-015 ROOF PLAN

3.4 ASK-016 REPLACE:

Portion of A001.1 FIRST FLOOR PLAN – ALTERNATE #1

WITH:

Attached ASK-016 FIRST FLOOR PLAN – ALTERNATE #1

3.5 SSK-001 REPLACE:

Portion of S100- FOUNDATION / FIRST FLOOR PLAN

WITH:

Attached SSK – 001 – PARTIAL FOUNDATION / FIRST FLOOR PLAN

3.6 SSK-002 REPLACE:

Portion of S100- FOUNDATION / FIRST FLOOR PLAN – ALT. 1

WITH:

Attached SSK – 002 – PARTIAL FOUNDATION / FIRST FLOOR PLAN –

ALT. 1

3.7 SSK-003 REPLACE:

Portion of S101- SECOND FLOOR / LOW ROOF FRAMING PLAN

WITH:

Attached SSK – 003 – PARTIAL LOW ROOF FRAMING PLAN

3.8 SSK-004 REPLACE:

Portion of S101.1 – PARTIAL LOW ROOF FRAMING PLAN – ALT. 1

WITH:

Attached SSK – 004 – PARTIAL LOW ROOF FRAMING PLAN – ALT. 1

3.9 SSK-005 REPLACE:

Portion of S003 – CONCRETE PIER DETAILS

WITH:

Attached SSK – 005 – CONCRETE PIER DETAIL

Community Outreach and Engagement Center – Phase II (RFP #27-20) Page 6 of 6 #15-24-001 Young + Wright Architects

3.10 SSK-006 REPLACE:

Portion of S200 – CONCRETE SECTIONS

WITH:

Portion of S200 – CONCRETE SECTIONS

3.11 SSK-007 REPLACE:

Portion of S200 – CONCRETE SECTIONS Portion of S201 – FRAMING SECTIONS

WITH:

Attached SSK – 007 – SECTIONS

3.12 SSK-008 REPLACE:

Portion of S006.1 – COLUMN SCHEDULE AND COLUMN BASE

DETAILS - ALT. 1

WITH:

Attached SSK – 008 – PARTIAL COLUMN SCHEDULE – ALT. 1

4.0 – QUESTIONS AND ANSWERS

The following questions and answers are provided as a matter of information to clarify issues raised about the Contract Documents. To the extent that changes to the Contract Documents are required based on the questions received, the Contract Documents have been modified as noted above in the Specifications and Drawings sections of this Addendum.

N/A N/A

5.0 – INFORMATION

The following information is provided to all bidders and plan holders and will modify and become a part of the Contract Documents.

Item Description N/A N/A

END OF ADDENDUM

FIRE-RESISTANT GLAZING 088813 - 1

SECTION 088813 - FIRE-RESISTANT GLAZING

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary

Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section Includes:

1. Fire-protection-rated glazing.

2. Fire-resistance-rated glazing.

1.3 DEFINITIONS

A. Glass Manufacturers: Firms that produce primary glass, fabricated glass, or both, as defined in referenced glazing publications.

B. Glass Thicknesses: Indicated by thickness designations in millimeters according to

ASTM C 1036.

1.4 COORDINATION

A. Coordinate glazing channel dimensions to provide necessary bite on glass, minimum edge and face clearances, and adequate sealant thicknesses, with reasonable tolerances.

1.5 ACTION SUBMITTALS

A. Product Data: For each type of product.

1.

B. Glass Samples: For each type of glass product; 12 inches (300 mm) square.

C. Glazing Schedule: List glass types and thicknesses for each size opening and location. Use same designations indicated on Drawings and Door Schedule.

1.6 INFORMATIONAL SUBMITTALS

A. Qualification Data: For installers.

http://www.arcomnet.com/sustainable_design.aspx?topic=12

FIRE-RESISTANT GLAZING 088813 - 2

B. Product Certificates: For each type of glass and glazing product, from manufacturer.

C. Sample Warranties: For special warranties.

1.7 QUALITY ASSURANCE

A. Installer Qualifications: A qualified installer who employs glass installers for this Project who are certified under the National Glass Association's Certified Glass Installer Program.

1.8 DELIVERY, STORAGE, AND HANDLING

A. Protect glazing materials according to manufacturer's written instructions. Prevent damage to glass and glazing materials from condensation, temperature changes, direct exposure to sun, or other causes.

1.9 WARRANTY

A. Manufacturer's Special Warranty on Laminated Glass: Manufacturer agrees to replace laminated-glass units that deteriorate within specified warranty period. Deterioration of laminated glass is defined as defects developed from normal use that are not attributed to glass breakage or to maintaining and cleaning laminated glass contrary to manufacturer's written instructions. Defects include edge separation, delamination materially obstructing vision through glass, and blemishes exceeding those allowed by referenced laminated-glass standard.

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

B. Manufacturer's Special Warranty on Double Glazing Units with Clear Gel Fill: Manufacturer agrees to replace units that deteriorate within specified warranty period. Deterioration of double glazing units with clear gel fill is defined as failure of hermetic seal under normal use that is not attributed to glass breakage or to maintaining and cleaning glass contrary to manufacturer's written instructions. Evidence of failure is the leakage of gel fill from units, air bubbles within units, or obstruction of vision by contamination or deterioration of gel.

1. Warranty Period: 5 years from date of Substantial Completion.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Source Limitations for Glass: Obtain from single source from single manufacturer for each glass type.

B. Source Limitations for Glazing Accessories: Obtain from single source from single manufacturer for each product and installation method.

FIRE-RESISTANT GLAZING 088813 - 3

2.2 PERFORMANCE REQUIREMENTS

A. General: Installed glazing systems shall withstand normal thermal movement and impact loads

(where applicable) without failure, including loss or glass breakage attributable to the following: defective manufacture, fabrication, or installation; deterioration of glazing materials;

or other defects in construction.

2.3 GLASS PRODUCTS, GENERAL

A. Glazing Publications: Comply with published recommendations of glass product manufacturers and organization below unless more stringent requirements are indicated. Refer to these publications for glazing terms not otherwise defined in this Section or in referenced standards.

1. GANA Publications: "Laminated Glazing Reference Manual" and "Glazing Manual."

B. Safety Glazing Labeling: Permanently mark glazing with certification label of the Safety

Glazing Certification Council. Label shall indicate manufacturer's name, type of glass, glass thickness, and safety glazing standard with which glass complies.

2.4 GLASS PRODUCTS

A. Tempered Float Glass: ASTM C 1048, Kind FT (fully tempered), Condition A (uncoated) unless otherwise indicated, Type I, Class I (clear) unless otherwise indicated, Quality-Q3.

1. Fabrication Process: By horizontal (roller-hearth) process with roll-wave distortion parallel to bottom edge of glass as installed unless otherwise indicated.

B. Wired Glass: Not Acceptable.

2.5 FIRE-PROTECTION-RATED GLAZING

A. Fire-Protection-Rated Glazing: Listed and labeled by a testing agency acceptable to authorities having jurisdiction, for fire-protection ratings indicated, based on positive-pressure testing according to NFPA 257 or UL 9, including the hose-stream test, and shall comply with

NFPA 80.

B. Fire-Protection-Rated Glazing Labeling: Permanently mark fire-protection-rated glazing with certification label of the testing agency. Label shall indicate manufacturer's name; test standard;

whether glazing is permitted to be used in doors or openings; if permitted in openings, whether or not glazing has passed the hose-stream test; whether or not glazing meets 450 deg F (250 deg C) temperature-rise limitation; and the fire-resistance rating in minutes.

C. Laminated Ceramic Glazing: Laminated glass made from two plies of clear, ceramic glass; 8-mm total thickness; and complying with 16 CFR 1201, Category II.

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

a. AGC Glass Company North America, Inc.

http://www.specagent.com/Lookup?ulid=9312 http://www.specagent.com/Lookup?uid=123457015691

FIRE-RESISTANT GLAZING 088813 - 4

b. SAFTI FIRST Fire Rated Glazing Solutions.

c. Technical Glass Products.

2.6 FIRE-RESISTANCE-RATED GLAZING

A. Fire-Resistance-Rated Glazing Labeling: Permanently mark fire-resistance-rated glazing with certification label of a testing agency acceptable to authorities having jurisdiction. Label shall indicate manufacturer's name, test standard, that the glazing is approved for use in walls, and the fire-resistance rating in minutes.

B. Laminated Glass with Intumescent Interlayers: Laminated glass made from multiple plies of uncoated, ultra clear float glass; with intumescent interlayers; and complying with

16 CFR 1201, Category II.

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

a. AGC Glass Company North America, Inc.

b. SAFTI FIRST Fire Rated Glazing Solutions.

c. Technical Glass Products.

C. Double Glazing Units with Clear Gel Fill: Double glazing units made from two lites of uncoated, fully tempered, ultra clear float glass; with a perimeter edge seal enclosing a cavity filled with optically clear, intumescent gel; and complying with 16 CFR 1201, Category II.

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

a. SAFTI FIRST Fire Rated Glazing Solutions.

b. Architect Approved Equal

D. Performance Requirements:

1. Fire rating: 45-90 minutes with hose stream.

2. ASTM F1915 Grades: Meet Grade 1- 4

3. Fire resistive glazing tested in accordance with ASTM E119, NFPA 80, NFPA 251, NFPA 252, NFPA 257, UL 9, UL 10B, UL 10C, UL 263, CDC 860-09a, and ASTM

F1915.

4. Testing Laboratory: Fire test shall be conducted by a nationally recognized independent testing laboratory.

2.7 GLAZING ACCESSORIES

A. Provide glazing gaskets, glazing sealants, glazing tapes, setting blocks, spacers, edge blocks, and other glazing accessories that are compatible with glazing products and each other and are approved by testing agencies that listed and labeled fire-resistant glazing products with which products are used for applications and fire-protection ratings indicated.

http://www.specagent.com/Lookup?uid=123457015692 http://www.specagent.com/Lookup?uid=123457015694 http://www.specagent.com/Lookup?ulid=9315 http://www.specagent.com/Lookup?uid=123457015704 http://www.specagent.com/Lookup?uid=123457019078 http://www.specagent.com/Lookup?uid=123457015706 http://www.specagent.com/Lookup?ulid=9316 http://www.specagent.com/Lookup?uid=123457015709

FIRE-RESISTANT GLAZING 088813 - 5

B. Glazing Sealants for Fire-Rated Glazing Products: Neutral-curing silicone glazing sealant complying with ASTM C 920, Type S, Grade NS, Class 50, Use NT. Comply with sealant and glass manufacturers' written instructions for selecting glazing sealants suitable for applications indicated.

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

a. Dow Corning Corporation.

b. GE Construction Sealants; Momentive Performance Materials Inc.

c. Tremco Incorporated.

2. Colors of Exposed Glazing Sealants: As selected by Architect from manufacturer's full range.

C. Back-Bedding Mastic Glazing Tapes: Preformed, butyl-based, 100 percent solids elastomeric tape; nonstaining and nonmigrating in contact with nonporous surfaces; with or without spacer rod as recommended in writing by tape and glass manufacturers for application indicated; and complying with ASTM C 1281 and AAMA 800 for products indicated below:

1. AAMA 806.3 tape, for glazing applications in which tape is subject to continuous pressure.

2. AAMA 807.3 tape, for glazing applications in which tape is not subject to continuous pressure.

D. Expanded Cellular Glazing Tapes: Closed-cell, PVC foam tapes; factory coated with adhesive on both surfaces; and complying with AAMA 800 for the following types:

1. AAMA 810.1, Type 1, for glazing applications in which tape acts as the primary sealant.

2. AAMA 810.1, Type 2, for glazing applications in which tape is used in combination with a full bead of liquid sealant.

2.8 MISCELLANEOUS GLAZING MATERIALS

A. General: Provide products of material, size, and shape complying with referenced glazing standard, requirements of manufacturers of glass and other glazing materials for application indicated, and with a proven record of compatibility with surfaces contacted in installation.

B. Cylindrical Glazing Sealant Backing: ASTM C 1330, Type O (open-cell material), of size and density to control glazing sealant depth and otherwise produce optimum glazing sealant performance.

C. Perimeter Insulation for Fire-Resistive Glazing: Product that is approved by testing agency that listed and labeled fire-resistant glazing product with which it is used for application and fire-protection rating indicated.

2.9 FABRICATION OF GLAZING UNITS

A. Fabricate glazing units in sizes required to fit openings indicated for Project, with edge and face clearances, edge and surface conditions, and bite complying with written instructions of product http://www.specagent.com/Lookup?ulid=9317 http://www.specagent.com/Lookup?uid=123457015674 http://www.specagent.com/Lookup?uid=123457015675 http://www.specagent.com/Lookup?uid=123457015677

FIRE-RESISTANT GLAZING 088813 - 6

manufacturer and referenced glazing publications, to comply with system performance requirements.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine framing, glazing channels, and stops, with Installer present, for compliance with manufacturing and installation tolerances, including those for size, squareness, and offsets at corners, and for compliance with minimum required face and edge clearances.

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

3.2 PREPARATION

A. Clean glazing channels and other framing members receiving glass immediately before glazing.

Remove coatings not firmly bonded to substrates.

B. Examine glazing units to locate fire side and protected side. Label or mark units as needed so that fire side and protected side are readily identifiable. Do not use materials that leave visible marks in the completed work.

3.3 GLAZING, GENERAL

A. Use methods approved by testing agencies that listed and labeled fire-resistant glazing products.

B. Comply with combined written instructions of manufacturers of glass, sealants, gaskets, and other glazing materials unless more stringent requirements are indicated, including those in referenced glazing publications.

C. Protect glass edges from damage during handling and installation. Remove damaged glass from

Project site and legally dispose of off Project site. Damaged glass is glass with edge damage or other imperfections that, when installed, could weaken glass and impair performance and appearance.

D. Apply primers to joint surfaces where required for adhesion of sealants, as determined by preconstruction testing.

E. Install setting blocks in sill rabbets, sized and located to comply with referenced glazing publications unless otherwise required by glass manufacturer. Set blocks in thin course of compatible sealant suitable for heel bead.

F. Do not exceed edge pressures stipulated by glass manufacturers for installing glass lites.

G. Provide spacers for glass lites where length plus width is larger than 50 inches (1270 mm).

1. Locate spacers directly opposite each other on both inside and outside faces of glass.

Install correct size and spacing to preserve required face clearances unless gaskets and

FIRE-RESISTANT GLAZING 088813 - 7

glazing tapes are used that have demonstrated ability to maintain required face clearances and to comply with system performance requirements.

2. Provide 1/8-inch (3-mm) minimum bite of spacers on glass and use thickness equal to sealant width. With glazing tape, use thickness slightly less than final compressed thickness of tape.

H. Provide edge blocking where indicated or needed to prevent glass lites from moving sideways in glazing channel, as recommended in writing by glass manufacturer and according to requirements in referenced glazing publications.

I. Set glass lites with proper orientation so that coatings face fire side or protected side as specified.

J. Where wedge-shaped gaskets are driven into one side of channel to pressurize sealant or gasket on opposite side, provide adequate anchorage so gasket cannot walk out when installation is subjected to movement.

K. Square cut wedge-shaped gaskets at corners and install gaskets in a manner recommended by gasket manufacturer to prevent corners from pulling away; seal corner joints and butt joints with sealant recommended by gasket manufacturer.

3.4 TAPE GLAZING

A. Position tapes on fixed stops so that, when compressed by glass, their exposed edges are flush with or protrude slightly above sightline of stops.

B. Install tapes continuously, but not necessarily in one continuous length. Do not stretch tapes to make them fit opening.

C. Cover vertical framing joints by applying tapes to heads and sills first and then to jambs. Cover horizontal framing joints by applying tapes to jambs and then to heads and sills.

D. Place joints in tapes at corners of opening with adjoining lengths butted together, not lapped.

Seal joints in tapes with compatible sealant approved by tape manufacturer.

E. Do not remove release paper from tape until right before each glazing unit is installed.

F. Apply heel bead of elastomeric sealant.

G. Center glass lites in openings on setting blocks and press firmly against tape by inserting dense compression gaskets formed and installed to lock in place against faces of removable stops.

Start gasket applications at corners and work toward centers of openings.

H. Apply cap bead of elastomeric sealant over exposed edge of tape.

3.5 GASKET GLAZING (DRY)

A. Cut compression gaskets to lengths recommended by gasket manufacturer to fit openings exactly, with allowance for stretch during installation.

FIRE-RESISTANT GLAZING 088813 - 8

B. Insert soft compression gasket between glass and frame or fixed stop, so it is securely in place with joints miter cut and bonded together at corners.

C. Installation with Drive-in Wedge Gaskets: Center glass lites in openings on setting blocks and press firmly against soft compression gasket by inserting dense compression gaskets formed and installed to lock in place against faces of removable stops. Start gasket applications at corners and work toward centers of openings.

D. Install gaskets so they protrude past face of glazing stops.

3.6 SEALANT GLAZING (WET)

A. Install continuous spacers, or spacers combined with cylindrical sealant backing, between glass lites and glazing stops to maintain glass face clearances. Secure spacers or spacers and backings in place and in position to control depth of installed sealant relative to edge clearance for optimum sealant performance.

B. Force sealants into glazing channels to eliminate voids and to ensure complete wetting or bond of sealant to glass and channel surfaces.

C. Tool exposed surfaces of sealants to provide a substantial washaway from glass.

3.7 CLEANING AND PROTECTION

A. Immediately after installation, remove nonpermanent labels and clean surfaces.

B. Protect glass from contact with contaminating substances resulting from construction operations. Examine glass surfaces adjacent to or below exterior concrete and other masonry surfaces at frequent intervals during construction, but not less than once a month, for buildup of dirt, scum, alkaline deposits, or stains.

1. If, despite such protection, contaminating substances do come into contact with glass, remove substances immediately as recommended in writing by glass manufacturer.

C. Remove and replace glass that is damaged during construction period.

D. Wash glass on both exposed surfaces in each area of Project not more than four days before date scheduled for inspections that establish date of Substantial Completion. Wash glass as recommended in writing by glass manufacturer.

3.8 FIRE-PROTECTION-RATED GLAZING SCHEDULE

A. Glass Type FPGL-1: ¾ hour rated fully tempered fire protective glazing

1. Basis of Design: Safti-First SuperClear 45-HS

a. Thickness: ¾”

b. Maximum Area Tested: 3288 sq. in. (doors) 3880 sq. in. (other)

c. Weight: 9 lbs./sq. ft.

d. Meets hose stream test

e. Visibility: 83% min

FIRE-RESISTANT GLAZING 088813 - 9

f. Sound: STC 37

g. Rated for all applications

h. Safety glazing required

3.9 FIRE-RESISTANCE-RATED GLAZING SCHEDULE

A. Glass Type FRGL-1: 1 ½ hour rated fully tempered fire resistive glazing

1. Basis-of-Design: Safti-First Superlite II-XL 90.

a. Thickness: 1-1/2”

b. Maximum Area Tested: 4,876 sq. in.

c. Weight: 12 lbs./sq. in.

d. Sound Rating: STC 44

e. Visibility: 0.853

f. Meets hose stream test

g. Rated for all applications

h. Safety glazing required

END OF SECTION 088813

T.O. 1ST FLOOR

0' - 0"

ALUMINUM STOREFRONT

ISOLATION MATERIAL; REFER TO

STRUCTURAL

CRUSHED STONE; SEE STRUCTURAL

COMPACTED SOIL; SEE STRUCTURAL

VAPOR BARRIER

R-15 MIN RIGID INSULATION

FOOTING;

REFER TO STRUCTURAL

METAL GUTTER SYSTEM

BATT INSULATION R-30 MIN.

STANDING SEAM METAL

ROOF SYSTEM

METAL RAFTER TIE; SEE

STRUCTURAL

2" POLYISO RIGID INSULATION;

JOINTS STAGGERED W/ PANEL ABOVE

SYNTHETIC DECK UNDERLAYMENT

SNOW GUARD

5/8" FIRE RATED SHEATHING;

REFER TO STRUCTURAL

CONCRETE SLAB ON GRADE;

SEE STRUCTURAL

COLD FORMED JOISTS;

SEE STRUCTURAL

CONCRETE SLAB OVER

METAL FORM DECK;

REFER TO STRUCTURAL

COLD FORMED RAFTERS;

SEE STRUCTURAL

ACT CEILING; SEE RCP

FOR HEIGHT AFF

PERIMETER GUTTER

DRAIN PIPE;

SEE CIVIL

EXTERIOR WALL CONSTRUCTION:

- FIBER CEMENT SIDING

- 1X4 VERTICAL WOOD FURRING,

PRESERVATIVE TREATED (RAN

VERTICALLY AND FASTENED THROUGH TO

STUDS)

- R-10 RIGID INSULATION

- WEATHER BARRIER

- 1/2" SHEATHING; REFER TO STRUCTURAL

- R-13 BATT INSULATION

- 6" COLD FORMED FRAMING. SEE

STRUCTURAL

- 5/8" GWB

FOUNDATION;

REFER TO STRUCTURAL

BATT INSULATION

COMPOSITE NAILABLE INSULATION

PANEL; 5/8" OSB W/ 2-1/2"

POLYISOCYANURATE

M

IN

8"

BENT PLATE; REFER TO

STRUCTURAL

T.O. WALL

10' - 2 1/4"

A351

EAVE HEIGHT

12' - 2"

DAMP PROOFING;

BOTTOM OF FOOTER

TO BELOW FINISHED

GRADE

TOP OF SILL

2' - 8"

T.O. SECOND FLOOR

11' - 2 1/4"A501

A601

REFER TO CIVIL

SELF-ADHERING HIGH-

TEMPERATURE

UNDERLAYMENT; REFER

TO SPECIFICATIONS

M

IN

4'

0"

MIN.

1' - 6"

T.O. 1ST FLOOR

0' - 0"

COMPRESSIBLE INSULATION

MANUFACTURED ROOF

EXPANSION JOINT

SINGLE PLY ROOF

SYSTEM PER ROOF PLAN

PT BLOCKING (TYP.)

METAL ROOF DECK;

REFER TO STRUCTURAL

STRUCTURAL STEEL;

REFER TO STRUCTURAL

CONCRETE SLAB ON

GRADE; SEE STRUCTURAL

VAPOR BARRIER

EXISTING STONE

FOUNDATION TO REMAIN,

PROTECT, REFER TO

STRUCTURAL

FOOTING; REFER TO

STRUCTURAL

FOUNDATION; REFER TO

STRUCTURAL

3 5/8" METAL STUD

FRAMING @16" O.C. TYP.

INTERIOR WALL/CEILING

EXPANSION JOINT

COVER; SEE

SPECIFICATIONS

ACT CEILING; SEE RCP

FOR HEIGHT AFF

GYP CEILING; SEE RCP

FOR HEIGHT AFF

WOOD HEADER; REFER

TO STRUCTURAL

1/2" PLYWOOD

SHEATHING; ALIGN

WITH EXISTING

5/8" GWB

CONTINUOUS 2X WOOD

BLOCKING OVER

EXISTING RAFTER

ICE AND WATER SHIELD;

EXTEND MIN. 3'-0"

EPDM TAPE

ICE AND WATER SHIELD;

EXTEND MIN. 18"

METAL W-VALLEY

FLASHING; MIN 20 GA.

SINGLE PLY MEMBRANE;

EXTEND MIN. 18" UNDER

SHINGLES

ASPHALT SHINGLE ROOFING;

MATCH EXISTING

EXISTING WOOD

STRUCTURE TO REMAIN

TOP OF STEEL (NO MORE)

10' - 11 3/4"

INTERIOR FLOOR

EXPANSION JOINT COVER;

SEE SPECIFICATIONS

EXISTING WOOD FLOOR

TO REMAIN

EXISTING PLYWOOD

SHEATHING TO REMAIN

5/8" PLYWOOD

SHEATHING; TYP.

EXISTING BASEMENT

FLOOR

CRUSHED STONE;

SEE STRUCTURAL

COMPACTED SOIL;

SEE STRUCTURAL

ABANDONED BASEMENT

FLOOR FINISH; REFER TO

FINISH PLAN

EPDM TAPE

PROVIDE 2x BLOCKING

BETWEEN RAFTERS

CUT BACK EXISTING

ROOF AND RAFTER

FLUSH WITH FACE OF

WALL ASSEMBLY

FIRE RATED DOOR

AS SCHEDULED

HOLLOW METAL DOOR;

SEE DOOR SCHEDULE

REFER TO PARTITION TYPE

ALUMINUM CURTAIN WALL SYSTEM

STEEL FRAMING;

SEE STRUCTURAL

FIN TUBE SYSTEM; SEE MECHANICAL

CONCRETE SLAB ON GRADE;

SEE STRUCTURAL

UNDERSLAB VAPOR BARRIER

EXTERIOR WALL CONSTRUCTION:

- R-10 RIGID INSULATION

- WEATHER BARRIER

- 1/2" SHEATHING; REFER TO STRUCTURAL

- R-13 BATT INSULATION

- 6" COLD FORMED FRAMING. SEE

STRUCTURAL

1 3/4" EXTERIOR GLULAM WOOD

TRIM; CONCEAL ALL

MECHANICAL FASTENERS ON

INTERIOR; SHIM AS REQUIRED

1/2" PLYWOOD SHEATHING

BLOCKING AS NEEDED

PREFINISHED METAL ROOF-

EDGE FASCIA

METAL DRIP EDGE

5/8" GWB (TYP.)

6" METAL STUD

FRAMING @16" O.C.

10" METAL STUD

FRAMING @16" O.C.

COLD FORMED

RAFTERS; SEE

STRUCTURAL

BATT INSULATION

R-30 MIN.

STANDING SEAM

METAL ROOF

SYSTEM; FASTENED

PER

MANUFACTURER'S

RECOMMENDATIONS

R-18 RIGID

INSULATION W/

STAGGERED SEAMS

ICE WATER SHIELD

5/8" FIRE RATED

CDX SHEATHING

COMPOSITE ROOF

PANEL (5/8" OSB W/1"

POLYISOCYANURATE)

STAGGERED SEAMS OF

RIGID INSULATION

PERMEABLE

SYNTHETIC ROOF

UNDERLAYMENT

VAPOR BARRIER

UNDERLAYMENT

M

IN

4'

0"

RIGID INSULATION

THERMAL BREAK AT

EDGE OF SLAB

CRUSHED STONE;

SEE STRUCTURAL

COMPACTED SOIL;

SEE STRUCTURAL

VAPOR BARRIER

R-15 MIN RIGID INSULATION

FOOTING;

REFER TO STRUCTURAL

FOUNDATION;

REFER TO STRUCTURAL

A501

A601

PERIMETER GUTTER DRAIN PIPE;

SEE CIVIL

DAMP PROOFING; BOTTOM OF

FOOTER TO BELOW FINISH

GRADE

A502

5/8 GWB

FINISH CEILING;

REFER TO RCP

A601

6T.O. 1ST FLOOR

0' - 0"

T.O. FASCIA AT FLAT ROOF

12' - 2"

RIGID INSULATION

THERMAL BREAK AT

EDGE OF SLAB

CRUSHED STONE;

SEE STRUCTURAL

COMPACTED SOIL;

SEE STRUCTURAL

VAPOR BARRIER

R-15 MIN RIGID INSULATION

FOOTING;

REFER TO STRUCTURAL.

FOUNDATION;

REFER TO STRUCTURAL.

PERIMETER GUTTER

DRAIN PIPE;

SEE CIVIL

DAMP PROOFING;

BOTTOM OF FOOTER

TO BELOW FINISHED

GRADE

M

IN

4'

0"

ALUMINUM STOREFRONT

EXTERIOR WALL CONSTRUCTION:

- METAL COMPOSITE PANEL

- 1X4 VERTICAL WOOD FURRING,

PRESERVATIVE TREATED (RAN

VERTICALLY AND FASTENED THROUGH TO

STUDS)

- R-10 RIGID INSULATION

- WEATHER BARRIER

- 1/2" SHEATHING; REFER TO STRUCTURAL

- R-13 BATT INSULATION (NOT FACED)

- 6" COLD FORMED FRAMING. SEE

STRUCTURAL

- 5/8" GWB

M

IN

8"

CONCRETE SLAB ON

GRADE;

SEE STRUCTURAL

OVERLAP UNDERSLAB

VAPOR BARRIER WITH

VERTICAL VAPOR

BARRIER.

REFER TO CIVIL

GWB CEILING;

REFER TO RCP

3 5/8" METAL STUD

@16" O.C.

10" COLD FORM

FRAMING; SEE

STRUCTURAL

STEEL BEAM; SEE

STRUCTURAL

METAL DECK;

REFER TO

STRUCTURAL

STEEL BENT PLATE;

REFER TO

STRUCTURAL

A501

A601

COVERBOARD (AS SPECIFIED)

RIGID INSULATION, R-30 MIN.

(AS SPECIFIED)

SUBSTRATE BOARD (AS SPECIFIED)

EPDM ROOF MEMBRANE (AS SPECIFIED)

VAPOR BARRIER (AS SPECIFIED)

TAPERED INSULATION (SEE

PLAN)

PARGE FOUNDATION

REFER TO WALL SECTIONS

FOR EXTERIOR WALL

ASSEMBLY

S1

ANCHOR BOLT; SEE

STRUCTURAL

BUG SCREEN

M

IN

6"METAL SELF ADHERED

FLASHING

METAL DRIP EDGE EXPIRATION DATE:

BUFFALO OFFICE

50 ELK ST. STE 200

BUFFALO, NY 14210

FAX: 716.842.1807

ROCHESTER OFFICE

85 ALLEN ST. STE 310

ROCHESTER,NY 14608

FAX: 585.461.4771

PHONE: 716.842.1800

WWW.YOUNGANDWRIGHT.COM

PROJECT INFORMATION:

SHEET TITLE:

This is a single sheet of a cohesive set of construction documents, including drawings and specifications. Interpretation of information presented is to be based on the entire set of documents

Drawn By:

Project NO.:

Copyright 2026, Young Architectural, LLC

It is a violation of Title VIII, Arcticle 147 of NYS Education Law for any person, unless acting under direction of a licensed architect, to alter any item on this document in any way. Any licensee who alters this document is required by law to affix his or her seal and the notation

"altered by" followed by his or her signature and a specific description of the alterations made.

SHEET NUMBER:

CONSULTANTS:

STRUCTURAL ENGINEER

MEP ENGINEER

CIVIL ENGINEER

ISSUE DATE:

REVISIONS:

REV. DATE DESCRIPTION

ADDITIONAL BUILDINGS:

05.31.2027

A351

WALL SECTIONS

ROSWELL 907

COMMUNITY

OUTREACH AND

ENGAGEMENT

CENTER

CT

25103

SIRACUSE ENGINEERS PC

716.852.1894 EXT.116

Salas O'Brien Consulting and Engineering

716.845.5092

WATTS ARCHITECTS & ENGINEERS

716.206.5100

PR#: 25103

PR#: 251236.00

PR#: 20250675

09/15/2026

907 MICHIGAN AVE

BUFFALO, NY 14203

ROSWELL COMMUNITY OUTREACH AND

ENGAGEMENT CENTER

PHASE 2

SCALE: 3/4" = 1'-0"1 WALL SECTION

SCALE: 3/4" = 1'-0"2 WALL SECTION

SCALE: 3/4" = 1'-0"3 SECTION AT CURTAIN WALL

SCALE: 3/4" = 1'-0"4 SECTION AT STOREFRONT

SCALE: 1 1/2" = 1'-0"5 STOREFRONT SILL DETAIL

1 8/18/2026 BID Add. 1 2 9/10/2026 BID Add. 3

4"

3"

1' - 10"

5" EUROPEAN BAR PULL (TYP.)

3/4" PLYWOOD BASE FRAMING; REFER TO

A700 SERIES DWGS FOR FIELD APPLIED

BASE FINISH

1/2" SOLID SURFACE & 1-1/2"

BUILT-UP EDGE OVER 1"

MOISTURE RESISTANT

PARTICLE BOARD

1/

2"

2' - 1"

R

EF

ER

T

O E

LE

VA

TI

O

N

(2) ADJ. SHELF

2' - 0"

R

EF

ER

T

O E

LE

VA

TI

O

N

1' - 3"

3/4" PARTICLE BOARD DOOR

W/ HPL FINISH & 3MM EDGE BANDING

(2) ADJ. SHELF

5" EUROPEAN BAR PULL (TYP.)

TYP.

1' - 1"

HPL VALANCE TO MATCH CABINET;

EXTEND TO CEILING (TYP.)

CEILING; REFER TO RCP

4"

3"

3/4'' PLYWOOD BASE FRAMING; REFER TO A700

SERIES DWGS FOR FIELD APPLIED BASE

FINISH

(1) ADJ. SHELF

4"

1' - 10"

2' - 0"

R

EF

ER

T

O E

LE

VA

TI

O

N

6"

1/ 2"2' - 1"

1/2" SOLID SURFACE & 1-1/2" BUILT-UP

EDGE OVER 1" MOISTURE RESISTANT

PARTICLE BOARD

5" EUROPEAN BAR PULL (TYP.)

REFER TO A700 SERIES DWGS FOR FIELD

APPLIED BASE FINISH

9"

2' - 1"

1' - 2"

8"

1/

2"

1/ 2"

2'

3"

R

EF

ER

T

O E

LE

VA

TI

O

N

REMOVABLE PANEL; HPL OVER

3/4" PARTICLE BOARD W/ PVC

EDGE BANDING

1/2" SOLID SURFACE &

1-1/2" BUILT-UP EDGE

OVER 1" MOISTURE

RESISTANT PARTICLE

BOARD

5/8"

3/4"

R

EF

ER

T

O E

LE

VA

TI

O

N

RIGID VINYL DIMENSIONAL MOLDING (B.O.D. WP-1B)

RIGID VINYL DIMENSIONAL MOLDING (B.O.D. WP-1E)

RIGID VINYL SHEET

(B.O.D. WP-1A)

RIGID VINYL DIMENSIONAL MOLDING (B.O.D. WP-1E)

RIGID VINYL DIMENSIONAL MOLDING (B.O.D. WP-1C)

FINISHED FLOOR

4" 4"

2'

6" 4"

6"

MAX.

6"

5/8" GWB (TYP.)

3 5/8" MTL STUD @16"

O.C. (TYP.)

3 5/8" CHANNEL STUD (TYP.)

WALL CHANNEL PER MANUFACTURER

METAL CEILING SYSTEM; REFER TO RCP.

STEEL BEAM; REFER TO STRUCTURAL

1/2" PLYWOOD (TYP.)

6" METAL STUD @ 16" O.C.

MAX (TYP.)

2 1/2" PONY WALL STUD

W/ INTEGRATED BASE

PLATE

5/8" GWB (TYP.)

ALUMINUM STOREFRONT

SYSTEM AS SCHEDULED

E

OUTSIDE CORNER MULLION

PER MANUFACTURER

3 1/4"

1/

4"

STEEL FRAMING; SEE STRUCTURAL

5/8" PLYWOOD SHEATHING

1" FLAT LOCK SEAM CENTERED ON COLUMN

SHIM, BACKER ROD

AND SEALANT (TYP.)

TYPICAL EXTERIOR WALL ASSEMBLY;

REFER TO WALL SECTIONS

4 1/2" ALUMINUM

STOREFRONT SYSTEM AS

SCHEDULED

1 5/8" METAL STUD @16" O.C. MAX

5/8" GWB

STEEL COLUMN;

REFER TO STRUCTURAL

F

/2

A1

2' - 0"

VERTICAL VINYL

TRIM (TYP.)

STEEL COLUMN; REFER

TO STRUCTURAL

5/8" GWB (TYP.)

1 1/2" EXTERIOR GLULAM WOOD

TRIM; CONCEAL ALL

MECHANICAL FASTENERS ON

INTERIOR

1'

6"

ACT-SEE RCP FOR HEIGHT AFF

(BOTH SIDES)

5/8" GWB (TYP.)

1'

2"

TY

P.6"

ACT-SEE RCP FOR HEIGHT AFF

(BOTH SIDES)

TY

P.6"

6"

TY

P.6"

5/8" GWB (TYP.)

1'

6"

3 1/2" 3 1/2"

SPRINKLER PIPING;

SEE FIRE PROTECTION PLANS

CEILING BOX; SEE ELECTRICAL

GWB; SEE RCP

WOOD LOOK WALL COVERING; SEE RCP

HPL ACOUSTIC PLANKS - ALTERNATE 3

LINEAR METAL PANEL; SEE

RCP FOR HEIGHT AFF (BOTH

SIDES) 5/8" GWB (TYP.)

ACT

R

EF

ER

T

O E

LE

VA

TI

O

N

1 7/8" 2' - 0"

1/

4"

21" X 21" STANDARD

WORKSTATION BRACKET

2" X 2" X 1/8" ALUMINUM ANGLE

REFER TO A700 SERIES DWGS

FOR FIELD APPLIED BASE FINISH

REFER TO A700 SERIES DWGS

FOR FIELD APPLIED WALL FINISH

2" GROMMETS @ 48" O.C. (COORDINATE

W/ OWNER PRIOR TO INSTALLATION)

HPL COUNTERTOP W/ PVC EDGE

INSTALL OUTLETS @ FACE OF GWB

ACT-SEE RCP FOR HEIGHT AFF

(BOTH SIDES)

2"

TY

P.6"

5/8" GWB (TYP.)

MIN.

1/2"

VERTICAL CLIP

FRAME EXTRUSION

T-CLIP

ANCHORS (2)

PER CLIP

REFER TO WALL

SECTIONS FOR

TYPICAL EXTERIOR

WALL COMPOSITION

1X4 VERTICAL&HORIZONTAL WOOD

FURRING, PRESERVATIVE TREATED;

ANCHORED THROUGH SHEATHING INTO

COLD-FORMED METAL FRAMING. ALIGN

WITH MCM PANEL JOINTS AND

EXTRUSION LAYOUT; ADD FURRING

WHERE JOINTS DO NOT FALL ON

FRAMING. REFER TO SPECIFICATIONS.

5/

8"

STEEL FRAMING; SEE STRUCTURAL CURTAIN WALL SYSTEM AS SCHEDULED

7/8"

5/8" PLYWOOD SHEATHING

1" FLAT LOCK SEAM CENTERED ON COLUMN

ALUMINUM STOREFRONT

AS SCHEDULED

EXISTING WALL TO REMAIN

EXISTING PLYWOOD

STEEL COLUMN; REFER

TO STRUCTURAL

PREFABRICATED

EXPANSION JOINT

METAL COMPOSITE

PANEL

BATT INSULATION

3 1/2" STEEL STUD

BACKER ROD AND

SEALANT; BOTH SIDES

BLOCKING AS REQUIRED

5/8" PLYWOOD; TYP.

WEATHER BARRIER

2"

5/8 GWB; TYP.

JACK AND KING STUD

1x4 FIBER CEMENT TRIM;

MATCH EXISTING FINISH

REPLACE EXISTING

WEATHER BARRIER MIN.

24", OVERLAP MIN 6" WITH

NEW CONSTRUCTION

CAREFULLY CUT EXISTING

SIDING BACK. MODIFY AS

REQUIRED.

FIELD APPLIED

CORNER BEAD; (TYP.)

EXISTING RIGID

INSULATION

H-STUDS WITH 2"

ALUMINUM ANGLE

WEEP HOLE

RIGID INSULATION

SHEATHING

MIN. 3/4" OF AIR SPACE

5/8" GWB (TYP.)

2X6 WOOD STUD @ 24" O.C.

2X4 WOOD STUD @24" O.C.

SCALE: 1 1/2" = 1'-0"9 PLAN DETAIL

SCALE: 1 1/2" = 1'-0"10 PLAN DETAIL

SCALE: 1 1/2" = 1'-0"011 PLAN DETAIL

SCALE: 1 1/2" = 1'-0"8 GALLERY WALL PLAN DETAIL

SCALE: 1 1/2" = 1'-0"7 CEILING DETAIL

EXPIRATION DATE:

BUFFALO OFFICE

50 ELK ST. STE 200

BUFFALO, NY 14210

FAX: 716.842.1807

ROCHESTER OFFICE

85 ALLEN ST. STE 310

ROCHESTER,NY 14608

FAX: 585.461.4771

PHONE: 716.842.1800

WWW.YOUNGANDWRIGHT.COM

PROJECT INFORMATION:

SHEET TITLE:

This is a single sheet of a cohesive set of construction documents, including drawings and specifications. Interpretation of information presented is to be based on the entire set of documents

Drawn By:

Project NO.:

Copyright 2026, Young Architectural, LLC

It is a violation of Title VIII, Arcticle 147 of NYS Education Law for any person, unless acting under direction of a licensed architect, to alter any item on this document in any way. Any licensee who alters this document is required by law to affix his or her seal and the notation

"altered by" followed by his or her signature and a specific description of the alterations made.

SHEET NUMBER:

CONSULTANTS:

STRUCTURAL ENGINEER

MEP ENGINEER

CIVIL ENGINEER

ISSUE DATE:

REVISIONS:

REV. DATE DESCRIPTION

ADDITIONAL BUILDINGS:

05.31.2027

A502

INTERIOR AND

MILLWORK DETAILS

ROSWELL 907

COMMUNITY

OUTREACH AND

ENGAGEMENT

CENTER

JD/CT

25103

SIRACUSE ENGINEERS PC

716.852.1894 EXT.116

Salas O'Brien Consulting and Engineering

716.845.5092

WATTS ARCHITECTS & ENGINEERS

716.206.5100

PR#: 25103

PR#: 251236.00

PR#: 20250675

09/15/2026

907 MICHIGAN AVE

BUFFALO, NY 14203

ROSWELL COMMUNITY OUTREACH AND

ENGAGEMENT CENTER

PHASE 2

SCALE: 1" = 1'-0"1 BASE CABINET DETAIL - DOOR

SCALE: 1" = 1'-0"4 WALL CABINET DETAIL

SCALE: 1" = 1'-0"2 BASE CABINET DETAIL - DOOR AND DRAWER

SCALE: 1" = 1'-0"3 MILLWORK DETAIL @ ADA SINKS

SCALE: 1" = 1'-0"5 MILLWORK WAINSCOT DETAIL

SCALE: 1 1/2" = 1'-0"12 CURTAIN WALL PLAN DETAIL

SCALE: 1 1/2" = 1'-0"13 SOFFIT DETAIL

SCALE: 1 1/2" = 1'-0"14 SOFFIT DETAIL

SCALE: 1 1/2" = 1'-0"17 RIDGE BEAM DETAIL

SCALE: 1 1/2" = 1'-0"16 SOFFIT DETAIL

SCALE: 1" = 1'-0"6 WORKSTATION DETAIL

SCALE: 1 1/2" = 1'-0"15 SOFFIT DETAIL AT EXISTING CEILING

SCALE: 1 1/2" = 1'-0"18 PLAN DETAIL

SCALE: 1 1/2" = 1'-0"19 TYPICAL COLUMN WRAP DETAIL

1 8/18/2026 BID Add. 1 2 9/10/2026 BID Add. 3

SCALE: 1 1/2" = 1'-0"11 PLAN DETAIL

SCALE: 1/2" = 1'-0"21 PLAN DETAIL

RATED ASSEMBLY IDENTIFICATION

1.

PROVIDE PERMANENT IDENTIFICATION, IN CONCEALED SPACES AND

ABOVE CEILINGS, OF ALL NEWLY CONSTRUCTED FIRE PARTITIONS,

FIRE WALLS, FIRE BARRIERS, SMOKE PARTITIONS, AND SMOKE

BARRIERS AS WELL AS EXISTING CONSTRUCTION NOTED TO RECEIVE

SUCH SIGNAGE. PROVIDE PERMANENT IDENTIFICATION AT EXISTING

WALLS REQUIRED TO HAVE OPENING PROTECTIVES WITHIN THE AREA

OF WORK. REFER TO UL LABELS ON PARTITION TYPES FOR NEW FIRE &

SMOKE RATED CONSTRUCTION.

LOCATE IDENTIFICATION WITHIN 15' OF THE END OF EACH WALL AND

AT INTERVALS NOT EXCEEDING 30' MEASURED HORIZONTALLY

ALONG THE WALL OR PARTITION.

2. INCLUDE LETTERING NOT LESS THAN 3 INCHES IN HEIGHT WITH A

MINIMUM 3/8" STROKE IN A CONTRASTING COLOR.

RATED WALL IDENTIFICATION DETAIL

## HOUR FIRE PARTITION

PROTECT ALL OPENINGS

LETTERING

HEIGHT

PROVIDE LETTERING IN A CONTRASTING

COLOR TO THE WALL COLOR

3/8" MIN. LETTERING STROKE THICKNESS

TYPE OF RATED CONSTRUCTION

3" M

IN

PARTITION TYPE LEGEND

NAMING EXAMPLE

MATERIAL DESIGNATION

M3.1

SIZE SUFFIX

RATING/NUMERICAL SUFFIX

MATERIAL

M - METAL STUD

F - FURRED ASSEMBLY, METAL STUD, HAT CHANNEL

SIZE SUFFIX

1 - 1 5/8" METAL STUD

2 - 2 1/2" METAL STUD

3 - 3 5/8" METAL STUD

RATING/NUMERICAL SUFFIX

A THRU Z - NON-RATED PARTITION VARIANTS

.1 - 1 HR. RATED PARTITION

GENERAL NOTES

1. REFER TO SPECIFICATIONS FOR GWB TYPES AND USES.

GLAZING TYPE LEGEND

GL - 1

GL - 2

CLEAR, NON INSULATED GLAZING

FROSTED LAMINATE, NON INSULATED GLAZING

IGL - 2 INSULATED GLAZING

FPGL - 1 FIRE PROTECTIVE GLAZING

FRGL - 1 FIRE RESISTIVE GLAZING

3-5/8" METAL STUD FRAMING @

16" O.C. W/ TOP DEFLECTION

TRACK

(1) LAYER 5/8" GWB, ONE

SIDE

TOP & BOTTOM PLATE,

ANCHORED @ 24" O.C.

SCHEDULED FLOOR

SCHEDULED BASE

SCHEDULED CEILING

UNDERSIDE OF DECK ABOVE

STRUCTURE ABOVE

SUB FLOOR

M3U 3-5/8" METAL STUD - 1 LAYER GWB, 1 SIDE

ACOUSTIC INSULATION

ACOUSTIC SEALANT @ TOP,

BOTTOM & ALL PENETRATIONS

4 1/4"

1/ 2"

4" METAL STUD FRAMING

@ 16" O.C. W/ TOP DEFLECTION TRACK

(1) LAYER 5/8" GWB, TYPE 'X'

(BOTH SIDES)

5 1/4"

TOP & BOTTOM PLATE,

ANCHORED @ 24" O.C.

SCHEDULED FLOOR

SCHEDULED BASE

SCHEDULED CEILING

UNDERSIDE OF DECK ABOVE

STRUCTURE ABOVE

ACOUSTIC SEALANT@TOP, BOTTOM

& ALL PENETRATIONS

SUB FLOOR

ACOUSTIC INSULATION

M4 4" METAL STUD - 1 LAYER GWB, BOTH SIDES

3-5/8" METAL STUD FRAMING @ 16"

O.C. W/ TOP DEFLECTION TRACK

(1) LAYER 5/8" GWB, BOTH

SIDES

4 7/8"

TOP & BOTTOM PLATE,

ANCHORED @ 24" O.C.

SCHEDULED FLOOR

SCHEDULED BASE

SCHEDULED CEILING

UNDERSIDE OF DECK ABOVE

STRUCTURE ABOVE

SUB FLOOR

ACOUSTIC INSULATION

ACOUSTIC SEALANT @ TOP,

BOTTOM & ALL PENETRATIONS

M3 3-5/8" METAL STUD - 1 LAYER GWB, BOTH SIDES

(2X)6" METAL STUD FRAMING @ 16"

O.C.

(1) LAYER 5/8" GWB, BOTH

SIDES

TOP & BOTTOM PLATE,

ANCHORED @ 24" O.C.

SCHEDULED FLOOR

SUB FLOOR

M6D 2 LAYERS 6" METAL STUD - 1 LAYER GWB, BOTH SIDES

PONY WALL STUD

SCHEDULED BASE

2x4 WOOD STUDS @ 16" O.C.

(1) LAYER 5/8" GWB, TYPE 'X'

BOTH SIDES

4 3/4"

SCHEDULED FLOOR

SCHEDULED BASE

SCHEDULED CEILING

UNDERSIDE OF DECK ABOVE

STRUCTURE ABOVE

SUB FLOOR

WF4.1 1 LAYER 2x4 WOOD STUD - 1 LAYER GWB, BOTH SIDES

SOUND ATTENUATION BLANKET

1/ 2"

TOP AND BOTTOM PLATE

ANCHORED @ 24" O.C.

FIRE STOP AND SEALANT (BOTH

SIDES)

6" METAL STUD FRAMING

@ 16" O.C. W/TOP DEFLECTION

TRACK. REFER TO STRUCTURAL

FOR SHEAR AND LOAD BEARING

WALL REQUIREMENTS

(1) LAYER 5/8" GWB, TYPE 'X'

(BOTH SIDES)

7 1/4"

TOP & BOTTOM PLATE,

ANCHORED @ 24" O.C.

SCHEDULED FLOOR

SCHEDULED BASE

SCHEDULED CEILING

UNDERSIDE OF DECK ABOVE

STRUCTURE ABOVE

SUB FLOOR

M6 6" METAL STUD - 1 LAYER GWB, BOTH SIDES

ACOUSTIC INSULATION

ACCOUSTICAL SEALANT @ TOP,

BOTTOM & ALL PENETRATIONS

3-5/8" METAL STUD FRAMING @

16" O.C. W/ TOP DEFLECTION

TRACK

(2) LAYER 5/8" GWB, TYPE 'X'

TOP & BOTTOM PLATE,

ANCHORED @ 24" O.C.

SCHEDULED FLOOR

SCHEDULED BASE

SCHEDULED CEILING

UNDERSIDE OF DECK ABOVE

STRUCTURE ABOVE

SUB FLOOR

M3.1U 3-5/8" UNBALANCED METAL STUD- 1 LAYER GWB, 1 SIDE

FIRESTOP & SEALANT @ TOP,

BOTTOM & ALL PENETRATIONS

5"

7/

3-5/8" METAL STUD FRAMING

@ 16" O.C. W/ TOP DEFLECTION TRACK

(1) LAYER 5/8" GWB, TYPE 'X'

(BOTH SIDES)

4 7/8"

TOP & BOTTOM PLATE,

ANCHORED @ 24" O.C.

SCHEDULED FLOOR

SCHEDULED BASE

SCHEDULED CEILING

UNDERSIDE OF DECK ABOVE

STRUCTURE ABOVE

FIRESTOP & SEALANT @ TOP,

BOTTOM & ALL PENETRATIONS

SUB FLOOR

M3.1 3-5/8" METAL STUD - 1 LAYER GWB, BOTH SIDES

ACOUSTIC INSULATION

6" METAL STUD FRAMING

@ 16" O.C. W/ TOP DEFLECTION TRACK

(1) LAYER 5/8" GWB, TYPE 'X'

(BOTH SIDES)

7 1/4"

TOP & BOTTOM PLATE,

ANCHORED @ 24" O.C.

SCHEDULED FLOOR

SCHEDULED BASE

SCHEDULED CEILING

UNDERSIDE OF DECK ABOVE

STRUCTURE ABOVE

FIRESTOP & SEALANT @ TOP,

BOTTOM & ALL PENETRATIONS

SUB FLOOR

M6.1 6" METAL STUD - 1 LAYER GWB, BOTH SIDES

ACOUSTIC INSULATION

4" METAL STUD FRAMING

@ 16" O.C. W/ TOP DEFLECTION TRACK

(1) LAYER 5/8" GWB, TYPE 'X'

(BOTH SIDES)

5 9/32"

TOP & BOTTOM PLATE,

ANCHORED @ 24" O.C.

SCHEDULED FLOOR

SCHEDULED BASE

SCHEDULED CEILING

UNDERSIDE OF DECK ABOVE

STRUCTURE ABOVE

FIRESTOP & SEALANT @ TOP,

BOTTOM & ALL PENETRATIONS

SUB FLOOR

M4.1 3-5/8" METAL STUD - 1 LAYER GWB, BOTH SIDES

ACOUSTIC INSULATION

2-1/2" METAL STUD FRAMING @ 16"

O.C. W/ TOP DEFLECTION TRACK

(1) LAYER 5/8" GWB, 1 SIDE

TOP & BOTTOM PLATE,

ANCHORED @ 24" O.C.

SCHEDULED FLOOR

SCHEDULED BASE

SCHEDULED CEILING

UNDERSIDE OF DECK ABOVE

STRUCTURE ABOVE

SUB FLOOR

ACOUSTIC INSULATION

ACOUSTIC SEALANT @ TOP,

BOTTOM & ALL PENETRATIONS

M2U 2-1/2" METAL STUD - 1 LAYER GWB, 1 SIDE

1 HR. RATED - UL #4651 HR. RATED

1/2 PLYWOOD

1 HR. RATED 1 HR. RATED - UL#465

M3.2

R

1 LAYER 2X4 WOOD STUD - 2 LAYER GWB, ONE SIDE

3 1/2" METAL STUD

FRAMING

@ 16" O.C. W/ TOP

DEFLECTION TRACK

(2) LAYER 1" GWB, TYPE 'X'

TOP & BOTTOM PLATE,

ANCHORED @ 24" O.C.

SCHEDULED FLOOR

SCHEDULED BASE

SCHEDULED CEILING

UNDERSIDE OF DECK ABOVE

STRUCTURE ABOVE

FIRESTOP & SEALANT @ TOP,

BOTTOM & ALL PENETRATIONS

SUB FLOOR

BATT INSULATION

H-STUDS WITH 2" ALUMINUM

ANGLE

STEEL TRACK

2x6 WOOD STUDS @ 16" O.C.

(1) LAYER 5/8" GWB, TYPE 'X'

BOTH SIDES

SCHEDULED FLOOR

SCHEDULED BASE

SCHEDULED CEILING

UNDERSIDE OF DECK ABOVE

STRUCTURE ABOVE

SUB FLOOR

WF6.1 1 LAYER 2x6 WOOD STUD - 1 LAYER GWB, BOTH SIDES

SOUND ATTENUATION BLANKET

1/ 2"

TOP AND BOTTOM PLATE

ANCHORED @ 24" O.C.

FIRE STOP AND SEALANT (BOTH

SIDES)

1 HR. RATED

UL 263 UL # 419

J1

5/8"

2"

7/

8"

7/

8"

DOUBLE 3 5/8" METAL STUDS

@ EACH JAMB

SEALANT; BOTH SIDES, TYP.

FRAME (AS SCHEDULED)

DOOR (AS SCHEDULED)

3 5/8" METAL STUD WALL,

REFER TO PARTITION TYPES5/8"

2"

1/

4"

1/

4"

6" METAL STUD WALL,

REFER TO PARTITION TYPES

DOOR (AS SCHEDULED)

DOUBLE 3 5/8" METAL

STUDS @ EACH JAMB

FRAME (AS SCHEDULED)

SEALANT; BOTH SIDES,

TYP.

J2J3

5/8"

2"

7/

8"

1/

4"

DOUBLE 3 5/8" METAL STUDS

@ EACH JAMB

SEALANT; BOTH SIDES, TYP.

FRAME (AS SCHEDULED)

DOOR (AS SCHEDULED)

3 5/8" METAL STUD WALL,

REFER TO PARTITION TYPES

J4

5/8"

2"

1/

4"

WOOD BLOCKING AS

NEEDED

SEALANT; BOTH SIDES, TYP.

FRAME (AS SCHEDULED)

DOOR (AS SCHEDULED)

1/

4"

EXISTING WALL

CONSTRUCTION TO REMAIN

6"

J5

WOOD BLOCKING AS

NEEDED

SEALANT; BOTH SIDES, TYP.

FRAME (AS SCHEDULED)

DOOR (AS SCHEDULED)

3 1/2" METAL STUD WALL. TYP;

REFER TO PARTITION TYPES

5/ 8"

2"

1/2"

4 7/8"

FRAME (AS SCHEDULED)

DOOR (AS SCHEDULED)

SEALANT BOTH SIDES, TYP.

BOX HEADER

5 7/8"8 1/4"

2" 5/

8"

7 1/4"

FRAME (AS SCHEDULED)

SEALANT BOTH SIDES,

TYP.

BOX HEADER

REFER TO PARTITION

TYPES

DOOR (AS SCHEDULED)

H2 H1

REFER TO PARTITION

TYPES

1/2"

5/ 8"

2"

1/4"

FRAME (AS SCHEDULED)

DOOR (AS SCHEDULED)

SEALANT BOTH SIDES,

TYP.

BOX HEADER

5 7/8"

H3

REFER TO PARTITION

TYPES

5 1/4"

FRAME (AS SCHEDULED)

SEALANT BOTH SIDES,

TYP.

BOX HEADER

REFER TO PARTITION

TYPES

DOOR (AS SCHEDULED)

H4

8 1/4"

2" 5/

8"

7 1/4"

1/2"

FRAME (AS SCHEDULED)

SEALANT BOTH SIDES,

TYP.

BOX HEADER

REFER TO PARTITION

TYPES

DOOR (AS SCHEDULED)

H5

BLOCKING AS REQUIRED

A

6"

SE

E

SC

H

ED

U

LE

SEE SCHEDULE

6"

1'

/2

6"

B

SEE SCHEDULE

SE

E

SC

H

ED

U

LE

6"

6"

SE

E

SC

H

ED

U

LE

SEE SCHEDULE

6"

C

6"

3'

2"

SEE SCHEDULE

SE

E

SC

H

ED

U

LE

D

"1

0" 1'

3"

2'

8"

2"

2"

SE

E

SC

H

ED

U

LE

D O

O R

O

PE

N

IN

G 2"

2"

2' - 0" 2"

SCHEDULE

SEE 2" 2' - 0"

2"

C

7' - 8"

B

2"

SCHEDULE

SEE 2"

SE

E

SC

H

ED

U

LE

D O

O R

O

PE

N

IN

G

2"

2" 1'

9"

2" 4'

2"

8" 2"

8'

0"

10' - 3"

A

2" 1' - 2"

2"

SEE SCHEDULE 2"

6" 6'

6"

2"

7'

2"

D

2" 1' - 1"

2"

3' - 0"

2"

1' - 1"

2"

3' - 0"

2"

1' - 1"

2"

1/

2"

2 1/2"SEE SCHEDULE2 1/2"

E

EXPIRATION DATE:

BUFFALO OFFICE

50 ELK ST. STE 200

BUFFALO, NY 14210

FAX: 716.842.1807

ROCHESTER OFFICE

85 ALLEN ST. STE 310

ROCHESTER,NY 14608

FAX: 585.461.4771

PHONE: 716.842.1800

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