B01 Attachment J08 - Specifications and Plans Addendum 1.pdf

P:\2022 Projects\022003.00 IHS Woodrow Wilson Pharmacy USP ReDesign\D - Bidding\4-Addenda\Addendum 1\22003 Addendum 1 - 09.10.2024.docx

2 West 1st Street, Suite 201, Duluth, Minnesota 55802 tel (218) 727-2626 fax (218) 722-7467

ADDENDUM NO. ONE (1)

project Woodrow Wilson Keeble

Memorial Health Care Center USP Compliance

Sisseton, SD dsgw project # 022003.00 ihs project # HHSI102201800141 date September 10, 2024 from Ryan Turner DSGW Architecture to All planholders for above project

The following addendum shall become part of the construction documents for the construction of the above referenced project.

This addendum supersedes and supplements all previous reference to similar items.

I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am duly a Licensed Architect under the laws of the State of South Dakota.

Signature

Registration # 14817 Date September 10, 2024 specifications SECTION DESCRIPTION

00 01 10 TABLE OF CONTENTS

1. OMIT this section as originally issued and REPLACE with REVISED Section 00 01

10 as included with this Addendum #1.

00 01 15 SCHEDULE OF DRAWINGS

1. OMIT this section as originally issued and REPLACE with REVISED Section 00 01

15 as included with this Addendum #1.

04 20 00 UNIT MASONRY

1. ADD this section as included with this Addendum #1.

04 72 00 CAST STONE MASONRY

1. ADD this section as included with this Addendum # 1.

06 41 00 ARCHITECTURAL WOOD CASEWORK

1. OMIT this section as originally issued and REPLACE with REVISED Section 06 41

00 as included with this Addendum #1.

-------- DOOR/HARDWARE INDEX

1. OMIT this index as originally issued following spec. section 08 71 00 – Door

Hardware and REPLACE with the REVISED Door/Hardware Index as included with this Addendum #1.

P:\2022 Projects\022003.00 IHS Woodrow Wilson Pharmacy USP ReDesign\D - Bidding\4-Addenda\Addendum 1\22003 Addendum 1 - 09.10.2024.docx

08 80 00 GLAZING

1. OMIT this section as originally issued and REPLACE with REVISED Section 08 80

09 21 16 GYPSUM BOARD ASSEMBLIES

1. OMIT this section as originally issued and REPLACE with REVISED Section 09 21

16 as included with this Addendum #1.

09 65 00 RESILIENT FLOORING

1. OMIT this section as originally issued and REPLACE with REVISED Section 09 65

10 22 13 WIRE MESH PARTITIONS

1. ADD this section as included with this Addendum #1.

10 28 00 TOILET ACCESSORIES

1. OMIT this section as originally issued and REPLACE with REVISED Section 10 28

10 51 00 LOCKERS

1. OMIT this section as originally issued and REPLACE with REVISED Section 10 51 drawings SECTION DESCRIPTION

G0.1 TITLE SHEET

1. REISSUED.

G1.1 LIFE SAFETY PLAN & SUMMARY

1. RENUMBERED & REISSUED.

A.1.1 DEMO PLAN – PHASE 1

A1.2 DEMO PLAN – PHASE 1B

1. ADDED sheet.

A1.3 DEMO PLAN – PHASE 2

A2.1 FLOOR PLAN – PHASE 1

A2.2 FLOOR PLAN – PHASE 1B

A2.3 FLOOR PLAN – PHASE 2

P:\2022 Projects\022003.00 IHS Woodrow Wilson Pharmacy USP ReDesign\D - Bidding\4-Addenda\Addendum 1\22003 Addendum 1 - 09.10.2024.docx

A3.1 RCP – PHASE 1 AND PHASE 1B

A3.2 RCP – PHASE 2

A4.1 SCHEDULES AND TYPES

A7.1 INTERIOR ELEVATIONS

A8.1 DETAILS

mechanical / electrical consultant

EDI-Dolejs’s Mechanical/Electrical Addendum 1, dated 09-10-24, is to be included with this addendum as attached (64 pages) enclosures J Spec. Section 00 01 10 – Table of Contents – Revised (3 pages)

J Spec. Section 00 01 15 – Schedule of Drawings – Revised (2 pages)

J Spec. Section 04 20 00 – Unit Masonry (7 pages)

J Spec. Section 04 72 00 – Cast Stone Masonry (3 pages)

J Spec. Section 06 41 00 – Architectural Wood Casework – Revised (5 pages)

J Door/Hardware Index – Revised (1 page)

J Spec. Section 08 80 00 – Glazing – Revised (5 pages)

J Spec. Section 09 21 16 – Gypsum Board Assemblies – Revised (7 pages)

J Spec. Section 09 65 00 – Resilient Flooring – Revised (4 pages)

J Spec. Section 10 22 13 – Wire Mesh Partitions (2 pages)

J Spec. Section 10 28 00 – Toilet Accessories – Revised (3 pages)

J Spec. Section 10 51 00 – Lockers – Revised (2 pages)

J Drawing Sheets – G0.1, G1.1, A1.1, A1.2, A1.3, A2.1, A2.2, A2.3, A3.1, A3.2, A4.1, A7.1, A8.1 (24x36)(13 pages)

J EDI-Dolejs’s M/E Addendum 1 (30 – 8.5x11; 34 – 24x36)(64 pages)

This addendum shall become part of this bid. The bidder shall insert the addendum number in the space where indicated on the proposal form. Failure to comply may result in the bid being rejected.

END OF ADDENDUM NO. ONE (1)

22003 - Woodrow Wilson Keeble Memorial Health Care Center USP Compliance

IHS # HHSI102201800141

00 01 10 - 1 TABLE OF CONTENTS –

REVISED

ADDENDUM #1

SECTION 00 01 10

TABLE OF CONTENTS - REVISED

WOODROW WILSON KEEBLE MEMORIAL HEALTH CARE CENTER USP COMPLIANCE

SISSETON, SOUTH DAKOTA

DIVISION 00 -- PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 01 – Project Manual Title and Registration Sheet 00 01 10 – Table of Contents 00 01 15 – Schedule of Drawings 00 31 00 – Available Project Information

DIVISION 01 -- GENERAL REQUIREMENTS

01 10 00 – Summary 01 20 00 – Price and Payment Procedures 01 30 00 – Administrative Requirements 01 40 00 – Quality Requirements 01 50 00 – Temporary Facilities and Controls 01 60 00 – Product Requirements 01 70 00 – Execution and Closeout Requirements 01 78 00 – Closeout Submittals

DIVISION 02 – EXISTING CONDITIONS

02 41 00 – Demolition

DIVISION 03 – CONCRETE

03 10 00 – Concrete Forming 03 20 00 – Concrete Reinforcing 03 30 00 – Cast in Place Concrete

DIVISION 04 -- MASONRY

04 20 00 – Unit Masonry 04 20 01 – Masonry Veneer 04 72 00 – Cast Stone Masonry

DIVISION 05 -- METALS

05 50 00 – Metal Fabrications

DIVISION 06 -- WOOD, PLASTICS, AND COMPOSITES

06 10 00 – Rough Carpentry 06 20 00 – Finish Carpentry 06 41 00 – Architectural Wood Casework

DIVISION 07 -- THERMAL AND MOISTURE PROTECTION

07 21 00 – Thermal Insulation 07 25 00 – Weather Barriers 07 53 00 – Elastomeric Membrane Roofing 07 84 00 – Firestopping 07 90 05 – Joint Sealers

DIVISION 08 -- OPENINGS

08 12 13 – Hollow Metal Frames 08 14 16 – Architectural Wood Doors 08 31 00 – Access Doors and Panels 08 33 13 – Coiling Counter Doors 08 43 13 – Aluminum Framed Storefronts

USP Compliance

IHS # HHSI102201800141

00 01 10 - 2 TABLE OF CONTENTS –

08 71 00 – Door Hardware 08 80 00 – Glazing

DIVISION 09 -- FINISHES

09 21 16 – Gypsum Board Assemblies 09 51 00 – Acoustical Ceilings 09 65 00 – Resilient Flooring 09 68 13 – Tile Carpeting 09 90 00 – Painting and Coating

DIVISION 10 -- SPECIALTIES

10 14 00 – Signage 10 22 13 – Wire Mesh Partitions 10 26 01 – Wall and Corner Guards 10 28 00 – Toilet Accessories 10 44 00 – Fire Protection Specialties 10 51 00 – Lockers 10 56 13 – Metal Storage Shelving 10 56 26 – Mobile Storage Shelving Units 10 56 26.13 – Mobile Storage Shelving Units

DIVISION 21 -- FIRE SUPPRESSION

21 00 01 – Fire Suppression Certification 21 10 00 – Water-Based Fire Protection Systems

DIVISION 22 -- PLUMBING

22 00 01 – Plumbing Certifications 22 00 10 – General Provisions 22 05 00 – Common Work Results for Plumbing 22 05 23 – General-Duty Valves for Plumbing Piping 22 05 29 – Hangers and Supports for Plumbing Piping and Equipment 22 05 53 – Identification for Plumbing Piping and Equipment 22 07 00 – Plumbing Insulation 22 11 16 – Domestic Water Piping 22 11 19 – Domestic Water Piping Specialties 22 13 16 – Sanitary Waste and Vent Piping 22 13 19 – Sanitary Waste Piping Specialties 22 40 00 – Plumbing Fixtures 22 45 00 – Emergency Plumbing Fixtures

DIVISION 23 -- HEATING, VENTILATING, AND AIR-CONDITIONING (HVAC)

23 00 01 – Mechanical Certifications 23 00 10 – General Provisions 23 01 30 – HVAC Air-Distribution System Cleaning 23 05 00 – Common Work Results for HVAC 23 05 13 – Common Motor Requirements for HVAC Equipment 23 05 23 – General-Duty Valves for HVAC Piping 23 05 29 – Hangers and Supports for HVAC Piping and Equipment 23 05 48 – Vibration Controls for HVAC Piping and Equipment 23 05 53 – Identification for HVAC Piping and Equipment 23 05 93 – Testing, Adjusting, and Balancing for HVAC 23 07 00 – HVAC Insulation 23 08 00 – Commissioning of HVAC 23 09 93 – Sequence of Operations for HVAC Controls 23 21 13 – Hydronic Piping 23 31 13 – Metal Ducts 23 33 00 – Air Duct Accessories

USP Compliance

IHS # HHSI102201800141

00 01 10 - 3 TABLE OF CONTENTS –

23 34 23 – HVAC Power Ventilators 23 37 13 – Diffusers, Registers, and Grills 23 41 33 – High Efficiency Particulate Filtration 23 81 46 – Water Source Unitary Heat Pumps 23 82 16 – Air Coils 23 82 36 – Finned Tube Radiation Heaters

DIVISION 26 – ELECTRICAL

26 00 01 – Electrical Certification 26 00 10 – General Provisions for Electrical Work 26 01 00 – Construction Power and Lighting 26 05 00 – Common Work Results for Electrical 26 05 19 – Low-Voltage Electrical Power Conductors and Cables 26 05 26 – Grounding and Bonding for Electrical Systems 26 05 33 – Raceways and Boxes for Electrical Systems 26 05 53 – Identification for Electrical Systems 26 09 23 – Lighting Control Devices 26 24 16 – Panelboards 26 27 26 – Wiring Devices 26 28 13 – Fuses 26 28 16 – Enclosed Switches and Circuit Breakers 26 51 19 – LED Interior Lighting

DIVISION 27 – COMMUNICATIONS

27 00 01 – Communications Certification 27 00 10 – General Provisions 27 01 00 – Operation, Maintenance and Warranty 27 05 00 – Common Work Results for Communications 27 05 26 – Grounding for Communications 27 05 28 – Pathways for Communications 27 05 44 – Sleeves and Sleeve Seals for Communications Pathways and Cabling 27 05 53 - Identification for Communication Systems 27 06 00 – Schedules for Communications 27 08 00 – Testing of Communication Systems 27 10 00 – Structured Cabling Requirements 27 11 19 – Termination Blocks and Patch Panels 27 11 23 – Cable Management and Ladder Rack 27 11 26 – Rack Mounted Power Protection and Power Strips 27 15 13 – Copper Horizontal Cabling 27 15 43 – Faceplates and Connectors 27 16 19 – Patch Cords and Cross Connect Wire

END OF SECTION

22003 - Woodrow Wilson Keeble Memorial SCHEDULE OF DRAWINGS - Health Care Center USP Compliance REVISED

IHS # HHSI102201800141 00 01 15 - 1 ADDENDUM #1

SECTION 00 01 15

SCHEDULE OF DRAWINGS - REVISED

WOODROW WILSON KEEBLE MEMORIAL HEALTH CARE CENTER USP COMPLIANCE

FLANDREAU, SOUTH DAKOTA

SHEET TITLE

A0.1 G0.1 Title Sheet G1.1 Life Safety Plan & Summary

ARCHITECTURAL

A1.1 Life Safety Plan & Summary Demo Plan – Phase 1 A1.2 Demo Plan – Phase 1-B A1.3 Demo Plan – Phase 2 A2.1 Ambulance Garage Floor Plan – Phase 1 A2.2 Pharmacy Floor Plan – Phase 1-B A2.3 Floor Plan – Phase 2 A3.1 First Floor RCP – Phase 1 and Phase 1B A3.2 RCP – Phase 2 A4.1 Schedules and Types A7.1 Interior Elevations A8.1 Details

MECHANICAL

M0.1 Mechanical Title Sheet M1.1 Pharmacy Floor Plan – Phase 1 – Mechanical Demolition M1.2 Ambulance Garage Floor Plan – Phase 1 – Mechanical

Demolition M1.3 Floor Plan – Phase 2 – Mechanical Demolition

M2.1 Pharmacy Floor Plan – Phase 1 – Fire Protection M2.2 Ambulance Garage Floor Plan – Phase 1 – Fire Protection

M2.3 Floor Plan – Phase 2 – Fire Protection M3.0 Pharmacy - Underfloor Plumbing M3.1 Pharmacy Floor Plan – Phase 1 – Plumbing

M3.2 Underfloor Plan – Phase 2 – Plumbing M3.3 Floor Plan – Phase 2 – Plumbing M3.4 Plumbing Riser Diagrams

M4.1 Pharmacy Floor Plan – Phase 1 – Piping M4.2 Ambulance Garage Floor Plan – Phase 1 – Piping

M4.3 Floor Plan – Phase 2 – Piping M5.1 Pharmacy Floor Plan – Phase 1 – HVAC M5.2 Ambulance Garage Floor Plan – Phase 1 – HVAC

M5.3 Floor Plan – Phase 2 – HVAC M6.1 Mechanical Schedules M7.1 Mechanical Details

ELECTRICAL

E0.1 Electrical Title Sheet E1.1 Pharmacy Floor Plan – Phase 1 – Electrical Demolition E1.2 Ambulance Garage Floor Plan – Phase 1 – Electrical Demolition

E1.3 Floor Plan – Phase 2 – Electrical Demolition E2.1 Pharmacy Floor Plan – Phase 1 – Lighting E2.2 Ambulance Garage Floor Plan – Phase 1 – Lighting

E2.3 Floor Plan – Phase 2 – Lighting E3.0 First Floor – Power & Systems

E3.1 First Floor Plan – Phase 1 – Power & Systems E3.2 Pharmacy Floor Plan – Phase 1 – Power & Systems E3.3 Ambulance Garage Floor Plan – Phase 2 – Power & Systems E4.1 Schedules – Electrical

22003 - Woodrow Wilson Keeble Memorial SCHEDULE OF DRAWINGS - Health Care Center USP Compliance REVISED

IHS # HHSI102201800141 00 01 15 - 2 ADDENDUM #1

E4.2 Schedules – Electrical E4.3 Schedules - Electrical

E5.1 Details - Electrical

22003 – Woodrow Wilson Keeble 04 20 00 - 1 UNIT MASONRY Memorial Health Care Center ADDENDUM # 1 USP Compliance

IHS #HHSI102201800141

SECTION 04 20 00

UNIT MASONRY

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Concrete Block.

1. Split face CMU.

B. Mortar and Grout.

C. Reinforcement and Anchorage.

D. Accessories.

1.02 RELATED REQUIREMENTS

A. Section 03 20 00 - Concrete Reinforcing: Reinforcing steel for grouted masonry.

B. Section 03 30 00 - Cast-In-Place Concrete: Concrete for bond beams, grouted cores, etc.

C. Section 05 50 00 - Structural Steel: Loose steel lintels. Match existing systems as required.

D. Section 07 84 00 - Firestopping: Firestopping at penetrations of fire-rated masonry and at top of fire-rated walls.

E. Section 07 90 05 - Joint Sealers: Backing rod and sealant at control and expansion joints.

F. Section 04

1.03 REFERENCE STANDARDS

A. ASTM A82/A82M - Standard Specification for Steel Wire, Plain, for Concrete Reinforcement;

2007.

B. ASTM A153/A153M - Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware; 2009.

C. ASTM C62 - Standard Specification for Building Brick (Solid Masonry Units Made from Clay or Shale); 2012.

D. ASTM C90 - Standard Specification for Loadbearing Concrete Masonry Units; 2012.

E. ASTM C129 - Standard Specification for Nonloadbearing Concrete Masonry Units; 2011.

F. ASTM C144 - Standard Specification for Aggregate for Masonry Mortar; 2011.

G. ASTM C150/C150M - Standard Specification for Portland Cement; 2012.

H. ASTM C207 - Standard Specification for Hydrated Lime for Masonry Purposes; 2006 (Reapproved 2011).

I. ASTM C270 - Standard Specification for Mortar for Unit Masonry; 2012.

J. ASTM C476 - Standard Specification for Grout for Masonry; 2010.

K. ASTM C979/C979M - Standard Specification for Pigments for Integrally Colored Concrete;

2010.

L. ASTM D226 - Standard Specification for Asphalt-Saturated Organic Felt Used in Roofing and Waterproofing; 2009.

1.04 SUBMITTALS

A. See Section 01 30 00 - Administrative Requirements, for submittal procedures.

B. Product Data: Provide data for masonry units, fabricated wire reinforcement, and mortar.

C. Firestopping System: Where fire rated construction is shown on drawings, this contractor shall be responsible for firestopping the terminations between materials of this section and adjacent materials. Submit proposed firestopping system as per materials listed in Section 07 84 00.

USP Compliance

IHS # HHSI102201800141 04 20 00 - 2 UNIT MASONRY

ADDENDUM #1

1.05 DELIVERY, STORAGE, AND HANDLING

A. Deliver, handle, and store masonry units by means that will prevent mechanical damage and contamination by other materials.

B. Handle and store ceramic glazed masonry units in protective cartons or trays. Do not remove from protective packaging until ready for installation.

1.06 ENVIRONMENTAL REQUIREMENTS

A. Maintain materials and surrounding air temperature to minimum 40 degrees F (5 degrees C) prior to, during, and 48 hours after completion of masonry work.

B. Cold Weather Requirements: Comply with recommendations of IMIAWC (CW).

C. Maintain materials and surrounding air temperature to maximum 90 degrees F (32 degrees C) prior to, during, and 48 hours after completion of masonry work.

D. Hot Weather Requirements: Comply with IMIAWC (HW).

PART 2 PRODUCTS

2.01 CONCRETE MASONRY UNITS

A. Concrete Block: Comply with referenced standards and as follows: Design intent is to match that of existing condition; split face CMU.

1. Size: Standard units with nominal face dimensions of 16 x 8 inches (400 x 200 mm) and nominal depths as indicated on the drawings for specific locations.

2. Special Shapes: Provide non-standard blocks configured for corners, lintels, headers, and control joint edges.

3. Load-Bearing and Non-Load Bearing Units: ASTM C 90, normal weight, 2,500 psi.

a. Hollow block, as indicated.

b. Type I - Moisture-controlled; normal weight.

4. Non-Loadbearing Units: ASTM C129.

a. Hollow block, as indicated.

b. normal weight, 2,500 psi.

2.02 MORTAR AND GROUT MATERIALS

A. Portland Cement: ASTM C150, Type I; color as required to produce approved color sample.

1. Hydrated Lime: ASTM C207, Type S.

2. Mortar Aggregate: ASTM C144.

B. Pigments for Colored Mortar: Iron or chromium oxides with demonstrated stability and colorfastness. Mortar colors shall be as manufactured by one of the following or approved equal:

1. Solomon Colors

2. Prism Pigments

3. Davis Colors

C. Water: Clean and potable.

D. Pre-packaged mortar conforming to the above requirements, as manufactured by Spec-Mix is acceptable.

2.03 REINFORCEMENT AND ANCHORAGE

A. Reinforcing Steel: Type specified in Section 03 20 00; size as indicated on drawings; uncoated finish.

B. Single Wythe Joint Reinforcement: Truss type; ASTM A 82/A 82M steel wire, hot dip galvanized after fabrication to ASTM A 153/A 153M, Class B; 0.1483 inch (3.8 mm) side rods with 0.1483 inch (3.8 mm) cross rods; width as required to provide not more than 1 inch (25 mm) and not less than 1/2 inch (13 mm) of mortar coverage on each exposure.

1. Manufacturers:

a. Dur-O-Wal; Product Truss Type: www.dur-o-wal.com.

USP Compliance

IHS # HHSI102201800141 04 20 00 - 3 UNIT MASONRY

ADDENDUM #1

b. Hohmann & Barnard, Inc; Product #120 Truss-Mesh: www.h-b.com.

c. Masonry Reinforcing Corporation of America; Product Truss Type Series 300 2-Wire System: www.wirebond.com.

d. Substitutions: See Section 01 60 00 - Product Requirements.

C. Adjustable Multiple Wythe Joint Reinforcement: Truss type with adjustable ties or tabs spaced at 16 in (406 mm) on center and fabricated with moisture drip; ASTM A 82/A 82M steel wire, hot dip galvanized after fabrication to ASTM A 153/153M, Class B; 0.1875 inch (4.8 mm) side rods with 0.1483 inch (3.8 mm) cross rods and adjustable components of 0.1875 inch (4.8 mm) wire;

width of components as required to provide not more than 1 inch (25 mm) and not less than 1/2 inch (13 mm) of mortar coverage from each masonry face.

1. Vertical adjustment: Not less than 2 inches (50 mm).

2. Seismic Feature: Provide lip, hook, or clip on extended leg of wall ties to engage or enclose not less than one continuous horizontal joint reinforcement wire of 0.1483 inch (3.8 mm) diameter.

3. Manufacturers:

a. Dur-O-Wal; Product D/A 370 Dur-O-Eye with D/A 360 S Seismic Ladur-Eye and continuous wire in outer wythe: www.dur-o-wal.com.

b. Hohmann & Barnard, Inc; Product #170 Truss Type Lox All, with Seismiclip Interlock System and continuous wire in outer wythe: www.h-b.com.

c. Masonry Reinforcing Corporation of America; Product Truss Type with Ties Series 900 Cavity Hook & Eye with Wire Bond clip and continuous wire in outer wythe:

www.wirebond.com.

d. Substitutions: See Section 01 60 00 - Product Requirements.

D. Provide special corner and partition tie truss type joint reinforcing at all corners and wall intersections.

2.04 ACCESSORIES

A. Joint Filler: Closed cell Neoprene; conforming to ASTM D1056, Grade 2A1, with adhesive backing. Provide thickness as required to close the gap to prevent the passage of air and sound.

1. Manufacturers:

a. Dur-O-Wal; Product DA2010 Rapid Soft Joint: www.dur-o-wal.com.

b. Hohmann & Barnard, Inc (including Dur -O-Wal brand); Product NS - Closed Cell Neoprene Sponge: www.h-b.com.

c. Substitutions: See Section 01 60 00 - Product Requirements.

d. Architect will consider alternate materials for filling gaps at tops of walls and other moving joints in masonry construction, submit proposed system for approval. NOTE:

Contractors wishing to use air as the compressible filler shall submit a sample of the air they propose to use along with the system they intend to employ to keep the air contained within the joint.

B. Building Paper: ASTM D226, Type I ("No.15") asphalt felt.

C. Weep/Cavity Vents: Polyester mesh.

1. Color: Match mortar color.

2. Manufacturer: Mortar Net - Weep Vents.

D. Louvered Weep Vents: Injection molded flexible PVC with downward facing louvers and compressible flanges at the sides. Weep vent shall have a rectangular closure strip at the top to prevent mortar droppings from clogging the openings.

1. Hohmann & Barnard, Inc. - #343 Louvered Weep Hole.

E. Cellular Weep Vents: Polypropylene conforming to ASTM D2240, D790B, D638 & D1238B, 3/8 inch wide by 3-1/2 inch deep by height of masonry unit, honeycomb configuration in color as selected by Architect.

1. Hohmann & Barnard, Inc. - #QV - Quadro Vent

2. Dur-O-Wal - DA1006 Cell Vents

USP Compliance

IHS # HHSI102201800141 04 20 00 - 4 UNIT MASONRY

ADDENDUM #1

F. Cavity Vent System: High impact polystyrene manufactured into a rigid 3/16 inch intermittent corrugated pattern, 6 inches wide by 25 foot rolls to create 4 vent holes every 9-1/2 inches on center. Cavity vent shall be installed in the bed joint above masonry flashings.

1. Masonry Technology Inc. - Cavity Vent CV 5010.

G. Cavity Mortar Diverter: Semi-rigid polyethylene or polyester mesh blocks, sized to fill bottom of wall cavity and suspend mortar droppings above weep/cavity vents to allow cavity drainage.

Provide system manufactured by Mortar Net.

H. Cleaning Solution: Non-acidic, not harmful to masonry work or adjacent materials.

I. Sealer for Burnished Concrete Masonry Units shall be a blend of 100% methyl methacrylate polymers to seal and protect the blocks surface. Sealer shall be Bright Seal as manufactured by TK Products or approved equal.

2.05 MORTAR AND GROUT MIXES

A. Mortar for Unit Masonry: ASTM C270, using the Proportion Specification.

1. Masonry below grade and in contact with earth: Type M.

2. All load bearing above grade masonry: Type S.

3. Exterior, non-loadbearing masonry: Type N.

4. Interior, non-load bearing masonry: Type N.

B. Colored Mortar: Proportion selected pigments and other ingredients to match Architect's sample, without exceeding manufacturer's recommended pigment-to-cement ratio.

C. Grout: ASTM C476. Consistency required to fill completely volumes indicated for grouting; fine grout for spaces with smallest horizontal dimension of 2 inches (50 mm) or less; coarse grout for spaces with smallest horizontal dimension greater than 2 inches (50 mm).

D. Mixing: Use mechanical batch mixer and comply with referenced standards.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify that field conditions are acceptable and are ready to receive masonry.

B. Verify that related items provided under other sections are properly sized and located.

C. Verify that built-in items are in proper location, and ready for roughing into masonry work.

3.02 PREPARATION

A. Direct and coordinate placement of metal anchors supplied for installation under other sections.

B. Provide temporary bracing during installation of masonry work. Maintain in place until building structure provides permanent bracing.

C. Install work to match that of existing conditions/systems as required.

3.03 COURSING

A. Establish lines, levels, and coursing indicated. Protect from displacement.

B. Maintain masonry courses to uniform dimension. Form vertical and horizontal joints of uniform thickness.

C. Concrete Masonry Units:

1. Bond: Running.

2. Coursing: One unit and one mortar joint to equal 8 inches (200 mm).

3. Mortar Joints: Concave, except for walls to receive waterproofing, where fluid applied air/vapor retarder is installed, or where a base of another material will be applied to the wall, which shall be flush cut.

D. Brick Units:

1. Bond: Running.

2. Coursing: Three units and Three mortar joints to equal 8 inches (200 mm).

3. Mortar Joints: Concave.

USP Compliance

IHS # HHSI102201800141 04 20 00 - 5 UNIT MASONRY

ADDENDUM #1

3.04 PLACING AND BONDING

A. Lay solid masonry units in full bed of mortar, with full head joints, uniformly jointed with other work.

B. Lay hollow masonry units with face shell bedding on head and bed joints.

C. Buttering corners of joints or excessive furrowing of mortar joints is not permitted.

D. Remove excess mortar and mortar smears as work progresses.

E. Interlock intersections and external corners.

F. Do not shift or tap masonry units after mortar has achieved initial set. Where adjustment must be made, remove mortar and replace.

G. Perform job site cutting of masonry units with proper tools to provide straight, clean, unchipped edges. Prevent broken masonry unit corners or edges.

H. Cut mortar joints flush where wall tile is scheduled or resilient base is scheduled, or where waterproofing is to be applied.

I. Isolate masonry partitions from vertical structural framing members with a control joint as indicated.

J. Isolate top joint of masonry partitions from horizontal structural framing members and slabs or decks with compressible joint filler and sealant as specified in Section 07 90 05 each side of partition.

K. Firestop all rated walls at top as sides where masonry abuts another material as per Section 07 84 00.

3.05 WEEPS/CAVITY VENTS

A. Brick Veneer Weeping System: Install weep/cavity vents in veneer and cavity walls at 32 inches on center horizontally above through-wall flashing.

B. Block Veneer Weeping System: Install cavity weep venting system continuously at the base of the wall cavity and at all other flashing locations, just above the through wall flashing, and prior to the installation of the mortar diverter. Weep system provides weeping through premanufactured holes in the corrugated polypropylene material. Install in accordance with manufacturer's instructions with weeps projecting beyond the wall surface. Weep system projecting beyond the wall surface shall be scored with a utility knife and broken off flush with the face of the wall.

C. Cavity Wall Venting: Provide venting for cavity walls at the upper most mortar joint not covered by coping flashing. Provide weep/vents 32 inches on center. Install in the head joint of brick constructions and at the top of the head joint in block construction.

D. Install cavity mortar diverter at base of cavity and at other flashing locations as recommended by manufacturer to prevent mortar droppings from blocking weep/cavity vents.

3.06 CAVITY MORTAR CONTROL

A. Do not permit mortar to drop or accumulate into cavity air space or to plug weep/cavity vents.

B. Special precautions must be taken to achieve smooth faces on the inside of the cavity space and to ensure that the bottom of the cavity is clean and free of mortar droppings. Use a smooth mortar bed for the exterior wythe and bevel the mortar joint away from the cavity so that a smooth upper surface inclined down toward the cavity results. Trowel flat and smooth any mortar fins on the cavity face of either width which may result. Use temporary wood, metal or fiber strips laid on the continuous wall reinforcing and carefully lift them out as the work progresses before the next layer of reinforcement is placed.

C. For cavity walls, build inner wythe ahead of outer wythe to accommodate accessories.

USP Compliance

IHS # HHSI102201800141 04 20 00 - 6 UNIT MASONRY

ADDENDUM #1

3.07 REINFORCEMENT AND ANCHORAGE - GENERAL

A. Unless otherwise indicated on drawings or specified under specific wall type, install horizontal joint reinforcement 16 inches (400 mm) on center.

B. Place masonry joint reinforcement in first and second horizontal joints above and below openings. Extend minimum 16 inches (400 mm) each side of opening.

C. Place continuous joint reinforcement in first and second joint below top of walls.

D. Lap joint reinforcement ends minimum 6 inches (150 mm).

E. Fasten anchors to structural framing and embed in masonry joints as masonry is laid. Unless otherwise indicated on drawings or closer spacing is indicated under specific wall type, space anchors at maximum of 16 inches horizontally and 16 inches (400 mm) vertically.

3.08 REINFORCEMENT AND ANCHORAGE - SINGLE WYTHE MASONRY

A. Install horizontal joint reinforcement 16 inches (400 mm) on center.

B. Place masonry joint reinforcement in first and second horizontal joints above and below openings. Extend minimum 16 inches (400 mm) each side of opening.

C. Lap joint reinforcement ends minimum 6 inches (150 mm).

3.09 LINTELS

A. Install loose steel lintels over openings.

B. Install reinforced unit masonry lintels over openings where steel or precast concrete lintels are not scheduled.

3.10 GROUTED COMPONENTS

A. Reinforce bond beams with 2, No. 5 (16 mm) bars, 1 inch (25 mm) from bottom web.

B. Lap splices minimum 24 bar diameters.

C. Support and secure reinforcing bars from displacement. Maintain position within 1/2 inch (13

mm) of dimensioned position.

D. Place and consolidate grout fill without displacing reinforcing.

E. At bearing locations, fill masonry cores with grout for a minimum 12 inches (300 mm) either side of opening.

F. Concrete block foundation walls shall be completely filled with grout.

3.11 CONTROL AND EXPANSION JOINTS

A. Do not continue horizontal joint reinforcement through control and expansion joints.

B. Control joints shall be formed in the veneer portion of the wall with no mortar in the head joint.

Joint shall be backed with foam rod stock and caulked as specified in Section 07 90 05.

3.12 BUILT-IN WORK

A. As work progresses, install built-in metal door frames and other items to be built into the work and furnished under other sections.

B. Install built-in items plumb, level, and true to line.

C. Bed anchors of metal door and glazed frames in adjacent mortar joints. Fill frame voids solid with grout.

1. Fill adjacent masonry cores with grout minimum 12 inches (300 mm) from framed openings.

D. Do not build into masonry construction organic materials that are subject to deterioration.

3.13 TOLERANCES

A. Maximum Variation from Unit to Adjacent Unit: 1/16 inch (1.6 mm).

B. Maximum Variation from Plane of Wall: 1/4 inch in 10 ft (6 mm/3 m) and 1/2 inch in 20 ft (13 mm/6 m) or more.

USP Compliance

IHS # HHSI102201800141 04 20 00 - 7 UNIT MASONRY

ADDENDUM #1

C. Maximum Variation from Plumb: 1/4 inch (6 mm) per story non-cumulative; 1/2 inch (13 mm) in two stories or more.

D. Maximum Variation from Level Coursing: 1/8 inch in 3 ft (3 mm/m) and 1/4 inch in 10 ft (6 mm/3 m); 1/2 inch in 30 ft (13 mm/9 m).

E. Maximum Variation of Joint Thickness: 1/8 inch in 3 ft (3 mm/m).

F. Maximum Variation from Cross Sectional Thickness of Walls: 1/4 inch (6 mm).

3.14 CUTTING AND FITTING

A. Cut and fit for chases. Coordinate with other sections of work to provide correct size, shape, and location.

B. Obtain approval prior to cutting or fitting masonry work not indicated or where appearance or strength of masonry work may be impaired.

3.15 CLEANING

A. Remove excess mortar and mortar droppings.

B. Replace defective mortar. Match adjacent work.

C. Clean soiled surfaces with cleaning solution.

3.16 PROTECTION

A. Without damaging completed work, provide protective boards at exposed external corners that are subject to damage by construction activities.

USP Compliance CAST STONE MASONRY

IHS # HHSI102201800141 04 72 00 - 1 ADDENDUM #1

SECTION 04 72 00

CAST STONE MASONRY

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Architectural cast stone.

B. Units required are:

1. Exterior wall units, including wall caps, coping, and sills.

1.02 RELATED REQUIREMENTS

A. Section 04 20 00 & 04 20 01 - Unit Masonry/Veneer: Installation of cast stone in conjunction with masonry.

B. Section 07 90 05 - Joint Sealers: Materials and execution methods for sealing soft joints in cast stone work.

1.03 REFERENCE STANDARDS

A. ACI 318 - Building Code Requirements for Structural Concrete and Commentary; American Concrete Institute International; 2011.

B. ASTM A185/A185M - Standard Specification for Steel Welded Wire Reinforcement, Plain, for Concrete; 2007.

C. ASTM A615/A615M - Standard Specification for Deformed and Plain Billet-Steel Bars for Concrete Reinforcement; 2012.

D. ASTM C33/C33M - Standard Specification for Concrete Aggregates; 2011a.

E. ASTM C150/C150M - Standard Specification for Portland Cement; 2012.

F. ASTM C270 - Standard Specification for Mortar for Unit Masonry; 2012.

G. ASTM C494/C494M - Standard Specification for Chemical Admixtures for Concrete; 2012.

H. ASTM C642 - Standard Test Method for Density, Absorption, and Voids in Hardened Concrete;

2006.

I. ASTM C1364 - Standard Specification for Architectural Cast Stone; 2010b.

1.04 SUBMITTALS

A. See Section 01 30 00 - Administrative Requirements, for submittal procedures.

B. Manufacturer's Qualification Data: Documentation showing compliance with specified requirements.

C. Product Data: Test results of cast stone components made previously by the manufacturer.

D. Shop Drawings: Include elevations, dimensions, layouts, profiles, cross sections, reinforcement, exposed faces, arrangement of joints, anchoring methods, anchors, and piece numbers.

E. Mortar Color Selection Samples.

1.05 QUALITY ASSURANCE

A. Manufacturer Qualifications: A current producer member of the Cast Stone Institute with a minimum of 5 years of experience in producing cast stone of the types required for project and:

1. Adequate plant capacity to furnish quality, sizes, and quantity of cast stone required without delaying progress of the work.

2. Products previously produced by plant and exposed to weather that exhibit satisfactory appearance.

B. Source Quality Control: Test compressive strength and absorption of specimens selected at random from plant production.

1. Test in accordance with ASTM C642.

USP Compliance CAST STONE MASONRY

IHS # HHSI102201800141 04 72 00 - 2 ADDENDUM #1

2. Select specimens at rate of 3 per 500 cubic feet (3 per 14 cubic m), with a minimum of 3 per production week.

1.06 DELIVERY, STORAGE, AND HANDLING

A. Deliver cast stone components secured to shipping pallets and protected from damage and discoloration. Protect corners from damage.

B. Number each piece individually to match shop drawings and schedule.

C. Store cast stone components and installation materials in accordance with manufacturer's instructions.

D. Store cast stone components on pallets with nonstaining, waterproof covers. Ventilate under covers to prevent condensation. Prevent contact with dirt.

E. Protect cast stone components during handling and installation to prevent chipping, cracking, or other damage.

F. Store mortar materials where contamination can be avoided.

G. Schedule and coordinate production and delivery of cast stone components with unit masonry work to optimize on-site inventory and to avoid delaying the work.

PART 2 PRODUCTS

2.01 MANUFACTURERS

A. Architectural Cast Stone: Design intent is to match that of existing conditions/systems.

1. Any current producer member of the Cast Stone Institute.

2. American Artstone.

3. Edward Cast Stone

4. Stoneworks Architectural Precast.

5. Substitutions: See Section 01 60 00 - Product Requirements.

2.02 ARCHITECTURAL CAST STONE

A. Cast Stone: Architectural concrete product manufactured to simulate appearance of natural granite, complying with ASTM C1364.

1. Compressive Strength: As specified in ASTM C1364; calculate strength of pieces to be field cut at 80 percent of uncut piece.

2. Freeze-Thaw Resistance: Demonstrated by field experience.

3. Surface Texture: Fine grained texture, with no bugholes, air voids, or other surface blemishes visible from distance of 20 feet (6 meters).

4. Remove cement film from exposed surfaces before packaging for shipment.

B. Shapes: Provide shapes indicated on drawings.

1. Variation from Any Dimension, Including Bow, Camber, and Twist: Maximum of plus/minus 1/8 inch (3 mm) or length divided by 360, whichever is greater, but not more than 1/4 inch (6 mm).

2. Unless otherwise indicated on drawings, provide:

a. Wash or slope of 1:12 on exterior horizontal surfaces.

b. Drips on projecting components, wherever possible.

c. Raised fillets at back of sills and at ends to be built in.

C. Reinforcement: Provide reinforcement as required to withstand handling and structural stresses; comply with ACI 318.

2.03 MATERIALS

A. Portland Cement: ASTM C150.

1. For Mortar: Type I or II, except Type III may be used in cold weather.

B. Coarse Aggregate: ASTM C33, except for gradation; granite, quartz, or limestone.

C. Fine Aggregate: ASTM C33, except for gradation; natural or manufactured sands.

D. Admixtures: ASTM C494/C494M.

USP Compliance CAST STONE MASONRY

IHS # HHSI102201800141 04 72 00 - 3 ADDENDUM #1

E. Water: Potable.

F. Reinforcing Bars: ASTM A615/A615M deformed bars, galvanized or epoxy coated.

G. Steel Welded Wire Reinforcement: ASTM A185/A185M, galvanized or epoxy coated.

H. Embedded Anchors, Dowels, and Inserts: Type 304 stainless steel, of type and size as required for conditions.

I. Mortar: Portland cement-lime, ASTM C270, Type N; do not use masonry cement.

J. Sealant: As specified in Section 07 90 05.

K. Cleaner: General-purpose cleaner designed for removing mortar and grout stains, efflorescence, and other construction stains from new masonry surfaces without discoloring or damaging masonry surfaces; approved for intended use by cast stone manufacturer and by cleaner manufacturer for use on cast stone and adjacent masonry materials.

PART 3 EXECUTION

3.01 EXAMINATION

A. Examine construction to receive cast stone components. Notify Architect if construction is not acceptable.

B. Do not begin installation until unacceptable conditions have been corrected.

3.02 INSTALLATION

A. Install cast stone components in conjunction with masonry, complying with requirements of Section 04 20 00.

B. Mechanically anchor cast stone units indicated; set remainder in mortar.

C. Setting:

1. Drench cast stone components with clear, running water immediately before installation.

2. Set units in a full bed of mortar unless otherwise indicated.

3. Fill vertical joints with mortar.

4. Fill dowel holes and anchor slots completely with mortar or non-shrink grout.

D. Joints: Make all joints 3/8 inch (9.5 mm), except as otherwise detailed.

1. Rake mortar joints 3/4 inch (19 mm) for pointing.

2. Remove excess mortar from face of stone before pointing joints.

3. Point joints with mortar in layers 3/8 inch (9.5 mm) thick and tool to a slight concave profile.

4. Leave the following joints open for sealant:

a. Head joints in top courses, including copings, parapets, cornices, sills, and steps.

b. Joints in projecting units.

c. Joints between rigidly anchored units, including soffits, panels, and column covers.

d. Joints below lugged sills and stair treads.

e. Joints below ledge and relieving angles.

f. Joints labeled "expansion joint".

E. Sealant Joints: Install sealants as specified in Section 07 90 05.

F. Repairs: Repair chips and other surface damage noticeable when viewed in direct daylight at 20 feet (6 m).

1. Repair with matching touchup material provided by the manufacturer and in accordance with manufacturer's instructions.

2. Repair methods and results subject to Architect 's approval.

USP Compliance

IHS # HHSI102201800141

06 41 00 - 1

ARCHITECTURAL WOOD

CASEWORK – REVISED

ADDENDUM #1

SECTION 06 41 00

ARCHITECTURAL WOOD CASEWORK - REVISED

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Specially fabricated cabinet units.

B. Countertops & window sills.

C. Cabinet Hardware.

D. Solid Surface Fabrications

1.02 RELATED REQUIREMENTS

A. Section 06 10 00 - Rough Carpentry: Support framing, grounds, and concealed blocking.

B. Section 06 20 00 - Finish Carpentry: Related work.

1.03 REFERENCE STANDARDS

A. AWMAC/WI (NAAWS) - North American Architectural Woodwork Standards, U.S. Version

3.1 2017, with Errata (2019).

B. BHMA A156.9 - American National Standard for Cabinet Hardware 2015.

C. GSA CID A-A-1936 - Adhesive, Contact, Neoprene Rubber 1996a (Validated 2013).

D. HPVA HP-1 - American National Standard for Hardwood and Decorative Plywood 2016.

E. NEMA LD 3 - High-Pressure Decorative Laminates 2005.

1.04 ADMINISTRATIVE REQUIREMENTS

A. Preinstallation Meeting: Convene a preinstallation meeting not less than one week before starting work of this section; require attendance by all affected installers.

1.05 SUBMITTALS

A. See Section 01 30 00 - Administrative Requirements, for submittal procedures.

B. Shop Drawings: Indicate materials, component profiles and elevations, assembly methods, joint details, fastening methods, accessory listings, hardware location and schedule of finishes.

C. Product Data: Provide data for hardware accessories.

1.06 QUALITY ASSURANCE

A. Fabricator Qualifications: Company specializing in fabricating the products specified in this section with minimum five years of documented experience.

B. Perform work in accordance with AWI/AWMAC Architectural Woodwork Quality Standards Illustrated, Custom quality, unless other quality is indicated for specific items.

1.07 MOCK-UP

A. Provide mock-up of typical base cabinet, wall cabinet, and countertop, including hardware, finishes, and plumbing accessories.

B. Locate where directed.

C. Mock-up may remain as part of the Work.

1.08 DELIVERY, STORAGE, AND HANDLING

A. Protect units from moisture damage.

1.09 FIELD CONDITIONS

A. During and after installation of custom cabinets, maintain temperature and humidity conditions in building spaces at same levels planned for occupancy.

USP Compliance

IHS # HHSI102201800141

06 41 00 - 2

ARCHITECTURAL WOOD

CASEWORK – REVISED

ADDENDUM #1

PART 2 PRODUCTS

2.01 CABINETS

A. Quality Standard: Custom Grade, in accordance with AWI/AWMAC/WI (AWS) or AWMAC/WI (NAAWS), unless noted otherwise.

B. Plastic Laminate Faced Cabinets: Custom grade.

C. Wood Veneer Faced Cabinets with Flush Door/Drawer Panels & Stile and Rail Wood Cabinets:

1. Finish - Exposed Exterior Surfaces: Wood.

2. Finish - Exposed Interior Surfaces: Wood.

3. Finish - Concealed Surfaces: Wood.

4. Door and Drawer Front Edge Profiles:

a. Wood Veneer Faced Flush Cabinets: Square edge with 1/8” applied solid wood edge-banding.

b. Wood Stile and Rail Cabinets: Profiles as indicated in schedule.

5. Casework Construction Type: Type A - Frameless.

6. Adjustable Shelf Loading: 50 lbs. per sq. ft.

a. Deflection: L/144.

7. Cabinet Style: Flush overlay.

8. Cabinet Doors and Drawer Fronts:

a. Wood Veneer Faced Flush Cabinets: Flush Style.

b. Wood Stile and Rail Cabinets: Profiles as indicated in schedule.

9. Drawer Side Construction: Multiple-dovetailed.

10. Drawer Construction Technique: Dovetail joints.

2.02 WOOD-BASED COMPONENTS

A. Wood fabricated from old growth timber is not permitted.

2.03 PANEL MATERIALS

A. Medium Density Fiberboard (MDF): ANSI A208.2; type as specified in AWI/AWMAC Architectural Woodwork Quality Standards Illustrated; composed of wood fibers pressure bonded with moisture resistant adhesive to suit application; sanded faces; thickness as required.

B. Particleboard: ANSI A208.1; type as specified in AWI/AWMAC Architectural Woodwork Quality Standards Illustrated, composed of wood chips, medium density, made with moisture resistant; of grade to suit application; sanded faces.

2.04 LAMINATE MATERIALS

A. Manufacturers:

1. Arborite; ColorEdge: www.arborite.com/#sle.

2. Formica Corporation: www.formica.com/#sle.

3. Panolam Industries International, Inc; Nevamar Standard HPL: www.panolam.com/#sle.

4. Wilsonart LLC: www.wilsonart.com/#sle.

5. Substitutions: See Section 01 60 00 - Product Requirements.

B. High Pressure Decorative Laminate (HPDL): NEMA LD 3, types as recommended for specific applications.

C. Provide specific types as indicated.

1. Horizontal Surfaces: HGS, 0.048 inch nominal thickness, through color, colors as indicated, finish as indicated.

2. Vertical Surfaces: VGS, 0.028 inch nominal thickness, through color, colors as indicated, finish as indicated.

3. Flame Retardant Surfaces: HGF, 0.048 inch nominal thickness, through color, colors as indicated, finish as indicated.

USP Compliance

IHS # HHSI102201800141

06 41 00 - 3

ARCHITECTURAL WOOD

CASEWORK – REVISED

ADDENDUM #1

4. Cabinet Liner: CLS, 0.020 inch nominal thickness, through color, colors as indicated, finish as indicated, undecorated; for application to concealed backside of panels faced with high pressure decorative laminate.

2.05 COUNTERTOPS

A. Quality Standards: Custom Grade, in accordance with AWI/AWMAC/WI (AWS) OR

AWMAC/WI.

B. Plastic Laminate Countertops: Medium density fiberboard substrate covered with HPDL, conventionally fabricated with 3mm PVC edge-banding.

C B. Solid Surfacing Countertops: Solid surfacing sheet or plastic resin casting over continuous substrate.

1. Flat Sheet Thickness 1/2” (12 mm).

2. Solid Surfacing Sheet & Plastic Resin Castings: Complying with ISFA 201 and NEMA

LD.

3. Acrylic or Polyester Resin, Mineral Filler, and Pigments: Homogenous, non-porous and capable of being worked and repaired using standard woodworking tools; no surface coating; color and pattern consistent throughout thickness.

a. Finish on Exposed Surfaces: Matte, gloss rating of 5 to 20.

4. Other Components Thickness: ½” minimum.

5. Edges, Backs and End Splashes: Same sheet material, square top, minimum 4 inches high.

6. Fabricator and installer must follow the DuPont Corian Solid Surface Commercial Food Service Technical Bulletin where applicable.

2.06 ACCESSORIES

A. Adhesive: Type recommended by fabricator to suit application.

1. GSA CID A-A-1936 contact adhesive.

B. 3mm PVC banding, machine applied with waterproof hot melt adhesive with external edges and outside corners of doors and drawer fronts, and countertops, machine profiled to 1/8" radius for safety.

C. Bolts, Nuts, Washers, Lags, Pins, and Screws: Of size and type to suit application;

galvanized or chrome-plated finish in concealed locations and stainless steel or chrome-plated finish in exposed locations.

D. Grommets: plastic material for cut-outs. Outwater Plastics #35-3 or equal, 3 inch diameter grommet.

E. Steel Angle Support for wide openings in countertops shall be 3/4 x 3/4 x 1/8 inch steel angles.

F. Counter Support Brackets: Metal angle support brackets with 3" x 3" x 45 degree notch at the wall for wall cleat and wire run clearance. Brackets shall be fabricated from 1/8 inch thick steel and shall be 24 x 29 inches, finished in a textured powder coat, color as selected by Architect from manufacturer's standard line of colors. Counter Support Brackets shall be as manufactured by Wizard Products; 800-286-5471.

G. Shelf Standards & Brackets:

1. Standards - shelving standards shall be fabricated from 12 gauge steel, 7/8" wide x 11/16" high with 2" increment adjusting furnished in lengths required as shown on the drawings. Shelving standards shall have an anochrome finish. Shelving standards shall be Knape & Vogt - 87 ANO Extra Heavy Duty Standards or equal.

2. Brackets - shelving brackets shall be fabricated from 12 gauge steel with an anochrome finish, depth as shown on the drawings. Shelving brackets shall be Knape & Vogt - 187LL ANO Extra Heavy Duty Brackets in lengths as shown on drawings or equal.

H. Fasteners: Size and type to suit application.

I. Concealed Joint Fasteners: Threaded steel.

USP Compliance

IHS # HHSI102201800141

06 41 00 - 4

ARCHITECTURAL WOOD

CASEWORK – REVISED

ADDENDUM #1

2.07 HARDWARE

A. Shelf Brackets: 1/8" diameter steel pins that fit into predrilled holes in the cabinet sides. Pins to have a flattened exposed surface to support the shelf.

B. Cabinet Locks: Keyed cylinder, two keys per lock, master keyed, black finish locks at wood cabinets, chrome finish locks at plam cabinets.

C. Catches: Magnetic.

D. Drawer Slides:

1. Type: Full extension.

2. Static Load Capacity: Commercial grade.

3. Mounting: Side mounted.

4. Stops: Integral type.

5. Features: Provide self-closing/stay closed type.

E. Hinges: Concealed European style, steel with chrome finish, soft-close.

F. Fire Hanger Hardware: Fabricators standard hardware for front to back hanging files.

G. Floating Shelf Hardware: Knape and Vogt Floating Shelf Kit or similar.

H. Metal Coat Rod: Fabricators standard chrome metal rod with receiver ends.

I. Trash Drawer: HDL Rev-A-Shelf TWC Series Pullout Waste Bins or similar.

J. Door/Drawer Pulls:

2.08 FABRICATION

A. Assembly: Shop assemble cabinets for delivery to site in units easily handled and to permit passage through building openings.

B. All casework shall conform to the standards of the Architectural Woodworking Institute - Section 10 Casework, Custom Grade, Flush Overlay Design. All body members and tops shall be thickness as shown on the drawings or as specified herein, medium density fiberboard or plywood covered on the exposed side with decorative plastic laminate and unexposed side with laminate backing sheet. Wood veneer shall be glued to the particle board under pressure.

C. Edging: Fit shelves, doors, and exposed edges with specified edging. Do not use more than one piece for any single length.

D. Door and Drawer Fronts: 3/4 inch thick; flush style.

E. Mechanically fasten back splash to countertops as recommended by laminate manufacturer at 16 inches on center.

F. Apply laminate backing sheet to reverse side of plastic laminate finished surfaces.

G. Provide cutouts for plumbing fixtures. Verify locations of cutouts from on-site dimensions. Prime paint cut edges.

H. Fitting: When necessary to cut and fit on site, provide materials with ample allowance for cutting. Provide matching trim for scribing and site cutting.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify adequacy of backing and support framing.

B. Verify location and sizes of utility rough-in associated with work of this section.

3.02 INSTALLATION

A. Set and secure custom cabinets in place, assuring that they are rigid, plumb, and level.

B. Use concealed joint fasteners to align and secure adjoining cabinet units.

C. Carefully scribe casework abutting other components, with maximum gaps of 1/32 inch. Do not use additional overlay trim for this purpose.

USP Compliance

IHS # HHSI102201800141

06 41 00 - 5

ARCHITECTURAL WOOD

CASEWORK – REVISED

ADDENDUM #1

3.03 ADJUSTING

A. Adjust installed work.

B. Adjust moving or operating parts to function smoothly and correctly.

3.04 CLEANING

A. Clean casework, counters, shelves, hardware, fittings, and fixtures.

3.05 SCHEDULES

A. P-LAM

1. P-LAM 1: Premium Price Point (highest cost)

2. P-LAM 2: Premium Price Point (highest cost)

3. P-LAM CABINETS: Premium Price Point (highest cost)

4. P-LAM COUNTERS: Premium Price Point (highest cost)

a. Standard spec with top-set backsplash and sidesplash.

b. 3mm PVC edge banding on counter edges

B. Solid Surfacing

1. SSM -1: Premium Price Point (highest cost)

Door / Hardware Index - REVISED

Project: Woodrow Wilson Keeble Memorial Health Center USP

Allegion: OPT0208336

ADDENDUM #1 1

Door Numbers

HwSet#

1A 02

1B 02

3 02

4 02

101…