Addendum C-Narrative_all drawings and specs_r.pdf

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ADDENDUM C

ISSUE DATE: 8/5/2025

RE: Lasata Senior Living Campus – CBRF & RCAC W76N677 Wauwatosa Road Cedarburg, WI 53012

FROM: Dimension IV – Madison, LLC 6515 Grand Teton Plaza, Suite 120 Madison, Wisconsin 53719

(P) 608.829.4444

(F) 608.829.4445

TO: Prospective Bidders

This addendum forms a part of the Contract Documents and modifies the original Contract Documents dated 5/9/2025. Acknowledge receipt of this Addendum by inserting the number and issue date of this addendum in the blank space provided on the Bid Form.

This Addendum consists of two (2) typed pages, as well as five (5) revised sections of Project Manual, and fifteen (15) 22 inch by 34 inch drawings. Addendum C drawings are dated 7/31/2025.

CHANGES TO PROJECT MANUAL:

1. Section 00 0001 – Title page

a. Revise construction manager contact information

2. Section 00 0002 – Table of Contents

a. Add Section 11 4000 to table of contents

3. Section 07 2163 – Fluid-Applied Insulative Coating

a. Add full Section

4. Section 08 5413 – Fiberglass Windows

a. Add Kolbe Windows and Doors; Forgent Series to approved products.

5. Section 11 4000 – FoodService Equipment

a. Add full Section

CHANGES TO THE DRAWINGS:

1. Sheet G1.1 – Code Compliance Plan

a. Revised end unit layout (Unit 120, 137)

2. Sheet G1.2 – Code Compliance Plan: Light and Vent

a. Revised end unit layout (Unit 120, 137)

3. Sheet A1.1 – First Floor Overall Plan

a. Revised end unit layout (Unit 120, 137)

4. Sheet A1.1A – First Floor Plan – Area A

a. Revised end unit 137 layout

5. Sheet A1.1C – First Floor Plan – Area C

a. Revised end unit 120 layout

6. Sheet A5.0 – Unit Floor Plans

a. Revise Unit 120 (Detail 1 – Area C – 2 person end unit)

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b. Revise Unit 137 (Detail 2 – Area A – 2 person end unit)

7. Sheet A6.2 – Door Schedules

a. Add Door 112 to schedule

b. Revise Door R3 (RCAC) hardware set to U04

c. Revise Hardware sets at unit doors to coordinate with specifications

d. Revise Hardware sets at RCAC doors to coordinate with specification

8. Sheet P1.0 – Demolition Kitchen Plans - Plumbing

a. Revised title block – removed not for construction watermark.

9. Sheet P1.1 – New Work Kitchen Plans - Plumbing

a. Revised title block – removed not for construction watermark.

10. Sheet P4.7 – Kitchen Waste and Vent Isometric - Plumbing

a. Revised title block – removed not for construction watermark.

11. Sheet P4.8 – Kitchen Domestic Water Isometric - Plumbing

a. Revised title block – removed not for construction watermark.

12. Sheet E1.0 – Demolition Kitchen Plans - Electrical

a. Revised title block – removed not for construction watermark.

13. Sheet E1.1 – New Work Kitchen Plans - Electrical

a. Add Lighting General Notes

14. Sheet E2.0B – First Floor Plan – Area B – Lighting

a. Add Lighting General Notes

15. Sheet E2.0C – First Floor Plan – Area C – Lighting

a. Add Lighting General Notes

ATTACHMENTS:

Project Manual Specification Section 00 0001, 00 0002, 07 2163, 08 5413, 11 4000

Drawings G1.1, G1.2, A1.1, A1.1A, A1.1C, A5.0, A6.2, P1.0, P1.1, P4.7, P4.8, E1.0, E1.1, E2.0B, E2.0C (All @ 22x34 sheet size)

END OF ADDENDUM

Dimension IV – Madison, LLC 6515 Grand Teton Plaza, Suite 120 Madison, Wisconsin 53719

LASATA SENIOR LIVING CAMPUS – NEW CBRF TITLE PAGE

Project No. 24039 00 0001 - 1

PROJECT MANUAL TITLE PAGE

PROJECT LASATA SENIOR LIVING CAMPUS – NEW CBRF

677 Wauwatosa Road Cedarburg, Wisconsin 53012

OWNER: OZAUKEE COUNTY

121 West Main Street Port Washington, Wisconsin 53074

OWNER’S REPRESENTATIVE: Jason Dzwinel, County Administrator Ozaukee County Phone: 262.284.8324

ARCHITECTURE: DIMENSION IV MADISON DESIGN GROUP

Contact: Carl Miller 6515 Grand Teton Plaza, Suite 120 Madison, Wisconsin 53719 Phone: 608.829.4457

CONSTRUCTION MANAGER: CATALYST CONSTRUCTION.

Contact: Ryan Raskin 833 E. Michigan Street, Suite 1000 Milwaukee, Wisconsin 53202 Phone: 414.727.6840

STRUCTURAL ENGINEERING: MP-SQUARED STRUCTURAL ENGINEERS

Contact: Mark Lindloff 583 D’Onofrio Drive, Suite 201 Madison, Wisconsin 53719 Phone: 608.821.4774

MEP ENGINEERING: JDR ENGINEERING

Contact: Tim Meeker 5525 Nobel Drive, Suite 110

Madison, Wisconsin 54711 Phone: 608.277.1728

CIVIL ENGINEERING: CJ ENGINEERING

Contact: Chris Jackson

9205 West Center Street, Suite 214 Milwaukee, Wisconsin 53222 Phone: 414.443.1312 ext 222

LANDSCAPE DESIGN: INSITE LANDSCAPE DESIGN

Contact: Michael Davis 11525 W. North Avenue, Suite 1B

Wauwatosa, Wisconsin 53226 Phone: 414.476.1204

LASATA SENIOR LIVING CAMPUS – NEW CBRF TITLE PAGE

Project No. 24039 00 0001 - 2

KITCHEN DESIGN: STEWART DESIGN ASSOCIATES

Contact: Rock Deering 5325 Wall Street, Suite 2600 Madison, Wisconsin 53718 Phone: 608.271.8554

DATE OF PROJECT MANUAL: July 17, 2025

END OF DOCUMENT 00 0001

LASATA SENIOR LIVING CAMPUS – NEW CBRF TABLE OF CONTENTS

Project No. 24039 Page - 1

OZAUKEE COUNTY CBRF FOR LASATA SENIOR LIVING CAMPUS

TABLE OF CONTENTS

STRUCTURAL AND CIVIL ENGINEERING SPECS ARE ON THE DRAWINGS

DIVISION 00 PROCUREMENT & CONTRACTING REQUIREMENTS

DOCUMENT 00 1000 CONSTRUCTION MANAGER BID SUBMISSION DOCUMENTS

I. BID ADVERTISEMENT

II. INSTRUCTION TO BIDDERS

III. BID FORM

IV. SUMMARY OF WORK

00 2000 INFORMATION AVAILABLE TO BIDDERS

GEOTECHNICAL EXPLORATION REPORT

00 6000 BONDS AND CERTIFICATES

00 6210 CONSENT OF SURETY TO REDUCTION IN RETAINAGE

00 6220 CONSENT OF SURETY TO FINAL PAYMENT

00 7000 GENERAL CONDITIONS

00 8000 SUPPLEMENTARY CONDITIONS

DIVISION 01 GENERAL REQUIREMENTS

SECTION 01 1000 SUMMARY OF WORK

01 2200 UNIT PRICES

01 2400 CHANGE ORDER PROCEDURE

01 2500 PRODUCT SUBSTITUTIONS

01 2600 CONTRACT MODIFICATION PROCEDURES

01 2900 PAYMENT PROCEDURES

01 3100 PROJECT MANAGEMENT & COORDINATION

01 3200 CONSTRUCTION PROGRESS DOCUMENTATION

01 3300 SUBMITTAL PROCEDURES

01 4000 QUALITY REQUIREMENTS

01 4200 REFERENCES

01 5000 TEMPORARY FACILITIES AND CONTROLS

01 6000 PRODUCT REQUIREMENTS

01 7300 EXECUTION REQUIREMENTS

01 7329 CUTTING AND PATCHING

01 7419 CONSTRUCTION WASTE MANAGEMENT & DISPOSAL

01 7700 CLOSEOUT PROCEDURES

01 7823 OPERATION AND MAINTENANCE DATA

01 7900 DEMONSTRATION & TRAINING

DIVISION 02 EXISTING CONDITIONS

SECTION 02 4119 SELECTIVE DEMOLITION

DIVISION 04 MASONRY

SECTION 04 2000 UNIT MASONRY

04 4313 STONE MASONRY VENEER

04 4200 CAST STONE MASONRY

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DIVISION 05 METALS

SECTION 05 5000 METAL FABRICATIONS

05 7300 DECORATIVE METAL RAILINGS

DIVISION 06 WOODS, PLASTICS, AND COMPOSITES

SECTION 06 1000 ROUGH CARPENTRY

06 1600 SHEATHING

06 4023 INTERIOR ARCHITECTURAL WOODWORK

DIVISION 07 THERMAL AND MOISTURE PROTECTION

SECTION 07 0533 FIRE AND SMOKE ASSEMBLY

07 2100 THERMAL INSULATION

07 2163 FLUID-APPLIED INSULATIVE COATING

07 2500 WEATHER RESISTIVE BARRIERS

07 2726 FLUID-APPLIED MEMBRANE AIR BARRIERS

07 3113 ASPHALT SHINGLES

07 4600 SIDING

07 5423 THERMOPLASTIC POLYOLEFIN (TPO) ROOFING

07 6200 SHEET METAL FLASHING AND TRIM

07 7200 ROOF ACCESSORIES

07 8413 PENETRATION FIRESTOPPING

07 9200 JOINT SEALANTS

DIVISION 08 OPENINGS

SECTION 08 1113 HOLLOW METAL DOORS AND FRAMES

08 1416 FLUSH WOOD DOORS

08 3313 COILING COUNTER DOORS

08 4113 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS, WINDOWS & DOORS

08 5413 FIBERGLASS WINDOWS

08 7100 DOOR HARDWARE

08 7113 POWER OPERATORS

08 8000 GLAZING

08 8300 MIRRORS

08 9000 LOUVERS AND VENTS

DIVISION 09 FINISHES

SECTION 09 2216 NON-STRUCTURAL METAL FRAMING

09 2900 GYPSUM BOARD

09 3000 TILING

09 5123 ACOUSTICAL TILE CEILINGS

09 6500 RESILIENT FLOORING

09 6513 RESILIENT BASE AND ACCESSORIES

09 6813 TILE CARPETING

09 6816 SHEET CARPETING

09 7200 WALL COVERINGS

09 9125 PAINTING

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DIVISION 10 SPECIALTIES

SECTION 10 1400 SIGNAGE

10 2600 WALL & DOOR PROTECTION

10 2800 TOILET & BATH ACCESSORIES

10 3050 MANUFACTURED FIREPLACES

10 4416 FIRE EXTINGUISHERS, CABINETS, AND ACCESSORIES

10 7300 CANOPIES

10 7313 TRANSLUCENT CANOPIES

10 8213 ROOF TOP EQUIPMENT SCREENS

DIVISION 11 EQUIPMENT

SECTION 11 3100 RESIDENTIAL APPLIANCES

11 4000 FOOD SERVICE EQUIPMENT

DIVISION 12 FURNISHINGS

SECTION 12 2113 HORIZONTAL LOUVER BLINDS

12 2413 ROLLER WINDOW SHADES

12 3661 QUARTZ COUNTERTOPS

12 3662 SOLID SURFACING MATERIAL COUNTERTOPS

12 3663 PLASTIC LAMINATE CABINETS, COUNTERTOPS & SHELVES

DIVISION 13 SPECIAL CONSTRUCTION

NOT USED

DIVISION 14 CONVEYING EQUIPMENT

NOT USED

DIVISION 21 FIRE SUPRESSION

SECTION 21 0500 COMMON WORK RESULTS FOR FIRE SUPPRESSION

21 0523 GENERAL-DUTY VALVES FOR WATER-BASED FIRE-SUPPRESSION PLUMBING

21 0529 HANGERS & SUPPORTS FOR FIRE PROTECTION PLUMBING & EQUIPMENT

21 1100 WATER-BASED FIRE-SUPPRESSION SYSTEMS

21 1119 FIRE DEPARTMENT CONNECTIONS

DIVISION 22 PLUMBING

SECTION 22 0500 COMMONWORK REQUIREMENTS FOR PLUMBING

22 0513 COMMON MOTOR REQUIREMENTS FOR PLUMBING EQUIPMENT

22 0517 SLEEVES AND SLEEVE SEALS FOR PLUMBING PIPING

22 0518 ESCUTCHEONS FOR PLUMBING PIPING

22 0519 METERS AND GAGES FOR PLUMBING PIPING

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22 0523 VALVES FOR PLUMBING PIPING

22 0529 HANGERS & SUPPORTS FOR PLUMBING PIPING & EQUIPMENT

22 0553 IDENTIFICATION FOR PLUMBING PIPING & EQUIPMENT

22 0719 PLUMBING PIPING INSULATION

22 1116 DOMESTIC WATER PIPING

22 1119 DOMESTIC WATER PIPING SPECIALTIES

22 1123.21 INLINE, DOMESTIC-WATER PUMPS

22 1316 SANTIARY WASTE AND VENT PIPING

22 1319 SANITARY WASTE PIPING SPECIALTIES

22 1413 FACILITY STORM DRAINAGE PIPING

22 1423 STORM DRAINAGE PIPING SPECIALTIES

22 3100 DOMESTIC WATER SOFTENERS

22 3400 FUEL-FIRED DOMESTIC-WATER HEATERS

22 4200 PLUMBING FIXTURES

DIVISION 23 HVAC

SECTION 23 0500 COMMON WORK REQUIREMENTS FOR HVAC

23 0513 COMMON MOTOR REQUIREMENTS FOR HVAC EQUIPMENT

23 0529 HANGERS AND SUPPORTS FOR HVAC PIPING & EQUIPMENT

23 0548.13 VIBRATION CONTROLS FOR HVAC

23 0553 IDENTIFICATION FOR HVAC PIPING & EQUIPMENT

23 0593 TESTING, ADJUSTING AND BALANCING FOR HVAC

23 0713 DUCT INSULATION

23 0716 HVAC EQUIPMENT INSULATION

23 0923 DIRECT DIGITAL CONTROL (DDC) SYSTEM FOR HVAC

23 0923.23 PRESSURE INSTRUMENTS

23 0923.27 TEMPERATURE INSTRUMENTS

23 1123 FACILITY NATURAL-GAS PIPING

23 3113 METAL DUCTS

23 3300 AIR DUCT ACCESSORIES

23 3346 FLEXIBLE DUCTS

23 3416 CENTRIFUGAL HVAC FANS

23 3423 HVAC POWER VENTILATORS

23 3600 AIR TERMINAL UNITS

23 3713 GRILLES, REGISTERS, AND DIFFUSERS

23 7416.11 PACKAGED ROOFTOP AIR-CONDITIONING UNITS

23 7423.13 PACKAGED, DIRECT-FIRED, OUTDOOR, HEATING-ONLY MAKEUP-AIR UNITS

23 8113.11 PACKAGED TERMINAL AIR-CONDITIONERS, THROUGH-WALL UNITS

23 8126 SPLIT-SYSTEM AIR-CONDITIONERS

23 8236 FINNED-TUBE RADIATION HEATERS

23 8239.19 WALL AND CEILING UNIT HEATERS

DIVISION 26 ELECTRICAL

SECTION 26 0500 COMMON WORK RESULTS FOR ELECTRICAL

26 0504 CLEANING, INSPECTION & TESTING OF ELECTRICAL EQUIPMENT

26 0519 LOW-VOLTAGE ELECTRICAL PWER CONDUCTORS & CABLES

26 0523 CONTROL-VOLTAGE ELECTRICAL POWER CABLES

26 0526 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

26 0529 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS

26 0533 RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS

26 0553 IDENTIFICATION FOR ELECTRICAL SYSTEMS

26 0573 SHORT CIRCUIT STUDIES

Project No. 24039 Page - 5

26 0574 COORDINATION STUDIES

26 0575 ARC-FLASH HAZARD ANALYSIS

26 0923 LIGHTING CONTROL DEVICES

26 2413 SWITCHBOARDS

26 2416 PANELBOARDS

26 2702 EQUIPMENT WIRING SYSTEMS

26 2726 WIRING DEVICES

26 2816 ENCLOSED SWITCHES AND CIRCUIT BREAKERS

26 5119 LED INTERIOR LIGHTING

26 5213 EMERGENCY AND EXIT LIGHTING

26 5619 LED EXTERIOR LIGHTING

DIVISION 27 COMMUNICATIONS

SECTION 27 0529 HANGERS AND SUPPORTS FOR COMMUNICATION SYSTEMS

27 0553 IDENTIFICATION FOR COMMUNICATION SYSTEMS

27 1513 COMMUNICATIONS COPPER HORIZONTAL CABLING

27 1533 COMMUNICATIONS COAXIAL HORIZONTAL CABLING

DIVISION 28 ELECTRONIC SAFETY AND SECURITY

SECTION 28 1000 ACCESS CONTROL

28 4621 ADDRESSABLE FIRE-ALARM SYSTEMS

DIVISION 31 EARTHWORK

SECTION 31 1000 SITE CLEARING

31 2000 EARTH MOVING

DIVISION 32 EXTERIOR IMPROVEMENTS

SECTION 32 1216 ASPHALT PAVING

32 1313 CONCRETE PAVING

32 1373 CONCRETE PAVING JOINT SEALANTS

32 1723 PAVEMENT MARKINGS

32 9300 PLANTS

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THIS PAGE INTENTIONALLY LEFT BLANK

LASATA SENIOR LIVING CAMPUS – NEW CBRF FLUID-APPLIED INSULATIVE COATING

Project No. 24039 07 2163 - 1

SECTION 07 2163 – FLUID-APPLIED INSULATIVE COATING

Section added as part of addendum B.

GENERAL

SECTION INCLUDES

Applied to steel penetrating the exterior envelope, from 24 inches (61 cm) outboard of the face of the roof to 24 inches (61 cm) inside the face of metal framing.

RELATED REQUIREMENTS

REFERENCES

AISC 303, Section 10 – Erection and storage of coated material during shipment and site handling shall be protected to minimize field touch up.

ASTM B117 – Standard Practice for Operating Salt Spray (Fog) Apparatus ASTM C518 - Standard Test Method for Steady-State Thermal Transmission Properties by Means of the Heat

Flow Meter Apparatus.

ASTM C1057 – Standard Practice for Determination of Skin Contact Temperature from Heated Surfaces Using a Mathematical Model and Thermesthesiometer.

ASTM D870 – Standard Practice for Testing Water Resistance of Coatings Using Water Immersion.

ASTM D4060 – Standard Test Method for Abrasion Resistance of Organic Coatings by the Taber Abraser.

ASTM D4541 – Standard Test Method for Pull-Off Strength of Coatings Using Portable Adhesion Testers.

ASTM D4585 – Standard Practice for Testing Water Resistance of Coatings Using Controlled Condensation.

ASTM D4587 – Standard Practice for Fluorescent UV-Condensation Exposures of Paint and Related Coatings.

ASTM D4624/ISO 4624 – Standard Test Method for Bond Strength ASTM D5894 – Standard Practice for Cyclic Salt Fog/UV Exposure of Painted Metal, (Alternating Exposures in a Fog/Dry Cabinet and a UV/Condensation Cabinet).

ASTM D638 – Standard Test Method for Tensile Strength ASTM D695 – Standard Test Method for Compressive Strength ASTM D790 – Standard Test Method for Flexural Strength ASTM D2240 – Standard Test Method for Determining Durometer Hardness ASTM E84 – Standard Test Method for Surface Burning Characteristics of Building Materials.

ASTM E119 – Standard Test Methods for Fire Tests of Building Construction and Materials.

C.

Project No. 24039 07 2163 - 2

UL 263: Standard for Fire Tests of Building Construction and Materials.

SSPC-SP6: Commercial Blast Cleaning Standard SSPC-PA1: Shop, Field, and Maintenance Painting of Steel.

SSPC-PA2: Procedure for Determining Conformance to Dry Coating Thickness Requirements.

SYSTEM DESCRIPTION

SUBMITTALS

QUALITY ASSURANCE

Company specializing in manufacturing product in this section with a minimum of 2 years documented experience in manufacturing insulative technology.

Applicator: Company specializing in applying the work of this section with documented experience and trained by the manufacturer.

Fluid-Applied Thermal Break Acrylic system shall be the complete system from a sole source consisting of primer, acrylic thermal break material and topcoat.

Minimum thirty days prior to application in any area, provide mock-up Samples of thermal break materials in accordance with the following requirements:

Project No. 24039 07 2163 - 3

Provide minimum two square feet (.18 square meter) on representative substrate, where directed by the Engineer, for each different thickness and finish of required for the work.

Provide mock-up areas that comply with thickness, density application, finish texture, and color.

Inspect mock-up areas within one hour of application for variance due to shrinkage, temperature, and humidity.

Where shrinkage and cracking are evident, adjust mixture and method of application as necessary to meet required installation, finish, and color requirements.

Continue to provide mock-up areas until acceptable areas are produced.

Acceptable areas shall constitute standard of acceptance for method of application, thickness, finish texture, and color requirements, for fluid applied thermal break material applications.

DELIVERY, STORAGE, AND HANDLING

FIELD CONDITIONS

Protect work area from windblown dust and rain. Protect adjacent areas from over spray of material.

Provide ventilation in areas to receive work of this section during application and minimum 24 hours after application.

Do not apply Fluid Applied Acrylic Thermal Break when temperature of substrate and/or surrounding ambient air temperature is below 45° F (7° C). Temporary protection and heat shall be maintained at this minimum temperature for 24 hours before, during and 24 hours after material application.

Steel substrate temperature shall be a minimum of 5° F (3° C) above the dew point of the surrounding air for a period of 24 hours prior, during the application of the material and 24 hour cure period.

If necessary for job schedule, the General Contractor shall provide enclosures and heat to maintain proper temperatures and humidity levels in the application areas.

The relative humidity of the application area shall not exceed a maximum of 85% 24 hours prior, during and 24 hours after the application of the material. The relative humidity shall not exceed 75% throughout the application and curing of the decorative top coat finish.

PRODUCTS

FLUID-APPLIED INSULATIVE COATING GENERAL

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Provide shop and field primers, and finish-coat materials that are compatible with one another and with the substrates indicated under conditions of service and application, as demonstrated by manufacturer based on testing and field experience.

Provide products of same manufacturer for each coat in a coating system.

MANUFACTURERS

Represented by Coating Resources, Inc., 625 St. Louis Street, Suite 12, Hopkins, Minnesota 55343, 952-746- 1909, www.coatingresourcesinc.com, info@coatingresourcesinc.com.

Submittals shall be provided no later than (10) days after Owner letter of Notice to Proceed.

Requests for substitution shall include evidence of satisfactory past performance in similar environment.

Substitutions will not be considered that change the number of coats or do not meet specified dry film thicknesses.

Manufacturer’s certified test reports showing the substitute product(s) performance as outlined in Paragraph

2.15 shall be submitted.

After second submittal, Architect/Owner hourly rates will be charged to review further submittals.

FLUID-APPLIED INSULATIVE COATING SYSTEM

Mio-Zinc Filled Aromatic Polyurethane:

Tnemec Series 394-0250 PerimePrime

1) VOC Content: 246 grams/liter

2) Color: 0250 Greenish-Gray

3) Requirements:

a) Adhesion to Steel (ASTM D4541): No less than 1,150 psi.

b) Fire Testing (UL 263, ASTM E119): Any UL Classified spray-applied fire resistive materials having a maximum average density of 19.5 pcf. Including GCP Applied Technologies (formerly W.R. Grace) Monokote MK-6/HY and Isolatek (Cafco) Blaze- Shield II (Type II).

c) Salt Fog Corrosion (ASTM B117): No cracking or delamination of film. No more than 1/64” rust creepage at scribe and no more than 3% rusting on plane after 10,250 hours exposure.

d) Slip Coefficient & Tension Creep: Meets AISC requirements of a Class B surface with a mean slip coefficient no less than 0.57.

e) CDPH Compliant: Passes the California Department of Public Health (CDPH) Standard Method for the Testing and Evaluation of Volatile Organic Chemical

Project No. 24039 07 2163 - 5

Emissions from Indoor Sources Using Environmental Chambers, Version 1.1-2010 (also known as Section 01350).

Fluid-Applied Acrylic Insulative Coating

Tnemec Series 971 Aerolon Acrylic

1) VOC Content: 1.9 grams/liter

2) Solids by Volume: 76 percent.

3) Colors: 1278 Insulation Yellow

4) Requirements:

a) Abrasion (ASTM D4060): No more than 50.2 mg loss after 1,000 cycles.

b) Cyclic Salt Fog/UV Exposure (ASTM D5894): No blistering, cracking, rusting or delamination of film after 5,000 hours.

c) Humidity Resistance (ASTM D4585): No blistering, cracking, rusting, or delamination after 2,000 hours.

d) Immersion (ASTM D870): No blistering, cracking, rusting, or delamination after six months continuous tap water immersion.

e) Surface Burning Characteristics (ASTM E84): Class A

f) Thermal Conductivity (ASTM C518): No greater than 0.0356 W/m-°K or 0.2468 BTU-in/ft2-hr-°F.

g) NORSOK M-501 ISO 20340: Passed 25 cycles.

h) CDPH Compliant: Passes the California Department of Public Health (CDPH)

Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers, Version 1.1-2010 (also known as Section 01350).

Insulative Tape, Self-Adhesive

Tnemec Series 945 Aerolon Tape

1) Series 945 Aerolon Tape is available in multiple widths that are 30 feet (9.1 meters) long and

1.5 mm thick. It can be applied in multiple layers to achieve desired thickness.

2) Requirements:

a) Thermal Conductivity (ASTM C177 at 79°F): 0.0497 W/m-°K or 0.3446 BTU-in/ft²-hr- °F (R value at one inch equals 2.9).

Waterbased, High Dispersion Pure Acrylic Polymer

Tnemec Series 1028 Enduratone

1) VOC Content: 94 grams/liter.

2) Colors: As selected by Architect.

3) Requirements:

a) Adhesion (ASTM D4541): No less than 2,363 psi.

b) Abrasion (ASTM D4060): No more than 102 mg loss after 1,000 cycles.

c) Impact (ASTM D2794): No visible cracking or delamination of film after 93 inch-pounds or less direct impact.

Project No. 24039 07 2163 - 6

d) QUV (ASTM D4587): No blistering, cracking or delamination of film. No less than 72% gloss retention, no more than 0.69 DE00 color change and no more than 22 units gloss loss after 3,000 hours.

e) Salt Spray (Fog) (ASTM B117): No blistering, cracking, rusting or delamination of film.

No more than 3/16" (5 mm) rust creepage at scribe after 5,000 hours exposure.

f) CDPH Compliant: Passes the California Department of Public Health (CDPH) Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers, Version 1.1-2010 (also known as Section 01350).

Aliphatic Acrylic Polyurethane

Tnemec Series 1095 Endura-Shield

1) VOC Content: 87 grams/liter.

2) Colors: As selected by Architect.

3) Requirements:

a) Adhesion (ASTM D 4541): No less than 1,912 psi.

b) Cyclic Salt Fog/UV Exposure (ASTM D 5894): No blistering, cracking, rusting or delamination of film after 672 hours of exposure.

c) Prohesion (ASTM G 85): No blistering, cracking, rusting or delamination of film after

1,000 hours exposure.

d) Salt Spray (Fog) (ASTM B 117): No blistering, cracking, rusting or delamination of film after 1,000 hours exposure.

e) CDPH Compliant: Passes the California Department of Public Health (CDPH)

Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers, Version 1.2-2017 (also known as Section 01350).

EXECUTION

EXAMINATION

Project No. 24039 07 2163 - 7

SURFACE PREPARATION

Fabrication defects:

Correct steel and fabrication defects revealed by surface preparation.

Remove weld spatter and slag.

Round sharp edges and corners of welds to a smooth contour.

Smooth weld undercuts and recesses.

Grind down porous welds to pinhole-free metal.

Remove weld flux from surface.

Ensure surfaces are dry.

Remove visible oil, grease, dirt, dust, mill scale, rust, paint, oxides, corrosion products, and other foreign matter in accordance with SSPC-SP 6/NACE 3, unless otherwise specified.

Shop Primer: Prepare shop primer to receive field coat in accordance with manufacturer's instructions.

Grind all surfaces to receive primer.

Apply Series 1224 Epoxoline WB.

COATING APPLICATION

Mix and thin coatings, including multi-component materials, in accordance with manufacturer's instructions.

Keep containers closed when not in use to avoid contamination.

Do not use mixed coatings beyond pot life limits.

Use application equipment, tools, pressure settings, and techniques in accordance with manufacturer's instructions.

Project No. 24039 07 2163 - 8

REPAIR

FIELD QUALITY CONTROL

Material inspection and testing shall be performed 24 hours after completion of final application coat.

The results of the above tests shall be made available to all parties at the completion of each pre-designated area and approval.

In-place material not in compliance with the specified thickness requirements shall be corrected prior to final acceptance.

CLEANING AND PROTECTION

ONE-YEAR INSPECTION

Project No. 24039 07 2163 - 9

FLUID-APPLIED INSULATIVE COATING SCHEDULE

Fluid-Applied Thermal Break System:

Surface Preparation:

1) Exposed Steel: SSPC-SP6

2) Enclosed Steel: SSPC-SP3

3) Galvanized Steel: SSPC-SP16

4) Concrete: SSPC-SP13

5) Shop Primed: Clean & Dry. Apply a test patch of Series 115 Uni-Bond DF to confirm product compatibility.

Prime Coat (Shop or Field):

1) Exposed Steel: Series 90-97 Tneme-Zinc, DFT of 2.5 to 3.5 mils (65 to 90 microns) per coat.

2) Enclosed Steel: Series 394-0250 PerimePrime, DFT of 2.5 to 3.5 mils (65 to 90 microns) per coat.

3) Galvanized or Shop Primed Steel: Series 115 Uni-Bond DF, DFT of 2.0 to 4.0 mils (50 to 100 microns) per coat.

4) Concrete: Series 1224 Epoxoline WB, DFT of 4.0 to 8.0 mils (100 to 205 microns) per coat.

Intermediate Coat (Shop or Field):

1) Steel – Two Coats: Series 971 Aerolon Acrylic, DFT of 40.0 to 50.0 mils per coat. Total thickness of Series 971: 80 to 100 mils.

2) Steel HHS Shapes – Three Coats: Series 971 Aerolon Acrylic, DFT of 40.0 to 50.0 mils per coat. Total thickness of Series 971: 120 to 150 mils.

3) Concrete Balconies – Two Coats: Series 971 Aerolon Acrylic, DFT of 40.0 to 50.0 mils per coat. Total thickness of Series 971: 80 to 100 mils.

Finish Coat (Optional – when exposed to view): Series 1028 Enduratone, DFT of 2.0 to 3.0 mils (50 to 75 microns) per coat.

Insulative Tape System, Self-Adhesive:

Surface Preparation: SSPC-SP6/NACE 3 Prime Coat: Series 394-0250 PerimePrime, DFT of 2.5 to 3.5 mils (65 to 90 microns) per coat.

Intermediate Coat: Series 945 Aerolon Tape, DFT of 120 mils (3000 microns) for condensation control.

120 mils (3000 microns) are equal to 2 layers of tape at 1.5 mm per layer.

Finish Coat (Optional – when exposed to view): Series1094, 1095 or 1096 Endura-Shield, DFT of 2.0 to 3.0 mils (50 to 75 microns) per coat.

END OF SECTION 07 2163

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LASATA SENIOR LIVING CAMPUS – NEW CBRF FIBERGLASS WINDOWS

Project No. 24039 08 5413 - 1

SECTION 08 5413 - FIBERGLASS WINDOWS

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes fiberglass-framed windows.

1.2 PREINSTALLATION MEETINGS

A. Preinstallation Conference: Conduct conference at Project site.

1. Review and finalize construction schedule and verify availability of materials, Installer's personnel, equipment, and facilities needed to make progress and avoid delays.

2. Review, discuss, and coordinate the interrelationship of fiberglass windows with other exterior wall components. Include provisions for anchoring, flashing, weeping, sealing perimeters, and protecting finishes.

3. Review and discuss the sequence of work required to construct a watertight and weathertight exterior building envelope.

4. Inspect and discuss the condition of substrate and other preparatory work performed by other trades.

1.3 SUBMITTALS

A. Product Data: For each type of product.

1. Include construction details, material descriptions, glazing and fabrication methods, dimensions of individual components and profiles, hardware, and finishes for fiberglass windows.

B. Shop Drawings: For fiberglass windows.

1. Include plans, elevations, sections, hardware, accessories, insect screens, operational clearances, and details of installation, including anchor, flashing, and sealant installation.

C. Samples: For each exposed product and for each color specified, 2 by 4 inches in size.

D. Samples for Initial Selection: For units with factory-applied finishes.

1. Include Samples of hardware and accessories involving color selection.

E. Samples for Verification: For fiberglass windows and components required, prepared on Samples of size indicated below:

1. Exposed Finishes: 2 by 4 inches.

2. Exposed Hardware: Full-size units.

F. Product Schedule: For fiberglass windows. Use same designations indicated on Drawings.

G. Qualification Data: For manufacturer and Installer.

H. Product Test Reports: For each type of fiberglass window, for tests performed by a qualified testing agency.

SECTION 11 4000 – FOOD SERVICE EQUSECTION 07 2163 – FLUID-APPLIED INSU

Section added as part of addendum B. C.Section revised as part of addendum C.

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Project No. 24039 08 5413 - 2

I. Field quality-control reports.

J. Sample Warranties: For manufacturer's warranties.

1.4 QUALITY ASSURANCE

A. Manufacturer Qualifications: A manufacturer capable of fabricating fiberglass windows that meet or exceed performance requirements indicated and of documenting this performance by test reports and calculations.

B. Installer Qualifications: An installer acceptable to fiberglass window manufacturer for installation of units required for this Project.

C. Mockups: Build mockups to verify selections made under Sample submittals, to demonstrate aesthetic effects, and to set quality standards for materials and execution.

1. Build mockup of typical wall area as shown on Drawings.

2. Approval of mockups does not constitute approval of deviations from the Contract Documents contained in mockups unless Architect specifically approves such deviations in writing.

3. Subject to compliance with requirements, approved mockups may become part of the completed Work if undisturbed at time of Substantial Completion.

1.5 WARRANTY

A. Manufacturer's Warranty: Manufacturer agrees to repair or replace fiberglass windows that fail in materials or workmanship within specified warranty period.

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

a. Failure to meet performance requirements.

b. Structural failures including excessive deflection, water leakage, and air infiltration.

c. Faulty operation of movable sash and hardware.

d. Deterioration of materials and finishes beyond normal weathering.

e. Failure of insulating glass.

2. Warranty Period:

a. Window: 10 years from date of Substantial Completion.

b. Glazing Units, Non-Laminated: 20 years from date of Substantial Completion.

a. Glazing Units, Laminated: 10 years from date of Substantial Completion.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Source Limitations: Obtain fiberglass windows from single source from single manufacturer.

2.2 WINDOW PERFORMANCE REQUIREMENTS

A. Product Standard: Comply with AAMA/WDMA/CSA 101/I.S.2/A440 for definitions and minimum standards of performance, materials, components, accessories, and fabrication unless more stringent requirements are indicated.

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Project No. 24039 08 5413 - 3

1. Window Certification: WDMA certified with label attached to each window.

B. Performance Class and Grade: AAMA/WDMA/CSA 101/I.S.2/A440 as follows:

1. Minimum Performance Class: LC.

2. Minimum Performance Grade: 30.

C. Thermal Transmittance: NFRC 100 maximum whole-window U-factor of 0.30 Btu/sq. ft. x h x deg F.

D. Solar Heat-Gain Coefficient (SHGC): NFRC 200 maximum whole-window SHGC of 0.40.

E. Sound Transmission Class (STC): Rated for not less than 24 STC when tested for laboratory sound transmission loss in accordance with ASTM E90 and determined by ASTM E413.

F. Outside-Inside Transmission Class (OITC): Rated for not less than 21 OITC when tested for laboratory sound transmission loss in accordance with ASTM E90 and determined by ASTM E1332.

2.3 FIBERGLASS WINDOWS

A. Basis-of-Design Product: Subject to compliance with requirements, provide Pella Corporation; Pella® Impervia® or a comparable product by one of the following:

1. Cascadia Windows.

2. Enerlux Windows & Doors.

3. Pella Corp.

4. Kolbe Windows & Doors. Forgent Series.

5. Or Approved Equal.

B. Accessible Units: Window operating hardware shall comply with A117.1 Chapter 309. Opening the window shall not require tight grasping, pinching, or twisting of the wrist; the force required to open the window shall not exceed 5.0 pounds.

C. Operating Types: Provide the following operating types in locations indicated on Drawings:

1. Double hung.

2. Operable.

D. Frames and Sashes: Pultruded fiberglass complying with AAMA/WDMA/CSA 101/I.S.2/A440 and with exposed exterior fiberglass surfaces finished with manufacturer's standard enamel coating complying with AAMA 624.

1. Exterior Color: White.

2. Interior Finish: White.

E. Glass: As specified in Section 08 8000 “Glazing.”.

F. Glazing System: Manufacturer's standard factory-glazing system that produces weathertight seal.

G. Hardware, General: Provide manufacturer's standard hardware fabricated from aluminum, stainless steel, carbon steel complying with AAMA 907, or other corrosion-resistant material compatible with adjacent materials; designed to smoothly operate, tightly close, and securely lock fiberglass windows, and sized to accommodate sash weight and dimensions.

1. Exposed Hardware Color and Finish: As selected by Architect from manufacturer's full range.

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Project No. 24039 08 5413 - 4

H. Projected Window Hardware:

1. Gear-Type Rotary Operators: Complying with AAMA 901 when tested in accordance with ASTM E405, Method A. Provide operators that function without requiring the removal of interior screens or using screen wickets.

a. Type and Style: As selected by Architect from manufacturer's full range of types and styles.

2. Hinges: Manufacturer's standard type for sash weight and size indicated.

3. Single-Handle Locking System: Operates positive-acting arms that pull sash into locked position. Provide one arm on sashes up to 27-1/2 inches tall and two arms on taller sashes.

4. Limit Devices: Concealed friction adjustor, adjustable stay bar limit devices designed to restrict sash opening.

a. Limit clear opening to 4 inches for ventilation; with custodial key release.

I. Hung Window Hardware:

1. Counterbalancing Mechanism: Complying with AAMA 902, concealed, of size and capacity to hold sash stationary at any open position.

2. Locks and Latches: Allow unobstructed movement of the sash across adjacent sash in direction indicated and operated from the inside only. Provide custodial locks.

3. Tilt Hardware: Releasing tilt latch allows sash to pivot about horizontal axis to facilitate cleaning exterior surfaces from the interior.

J. Weather Stripping: Provide full-perimeter weather stripping for each operable sash unless otherwise indicated.

K. Fasteners: Noncorrosive and compatible with window members, trim, hardware, anchors, and other components.

1. Exposed Fasteners: Do not use exposed fasteners to greatest extent possible. For application of hardware, use fasteners that match finish hardware being fastened.

2.4 INSECT SCREENS

A. General: Fabricate insect screens to integrate with window frame. Provide screen for each operable exterior sash.

Screen wickets are not permitted.

1. Type and Location: Full, outside for double-hung sashes.

B. Aluminum Frames: Manufacturer's standard aluminum alloy complying with SMA 1004 or SMA 1201. Fabricate frames with mitered or coped joints or corner extrusions, concealed fasteners, and removable PVC spline/anchor concealing edge of frame.

1. Tubular Framing Sections and Cross Braces: Roll formed from aluminum sheet.

2. Finish for Interior Screens: Baked-on organic coating in color selected by Architect from manufacturer's full range.

3. Finish for Exterior Screens: Matching color and finish of unit.

C. Glass-Fiber Mesh Fabric: 18-by-14 mesh of PVC-coated, glass-fiber threads; woven and fused to form a fabric mesh resistant to corrosion, shrinkage, stretch, impact damage, and weather deterioration. Comply with

ASTM D3656/D3656M.

1. Mesh Color: Manufacturer's standard.

LASATA SENIOR LIVING CAMPUS – NEW CBRF FIBERGLASS WINDOWS

Project No. 24039 08 5413 - 5

2.5 FABRICATION

A. Fabricate fiberglass windows in sizes indicated. Include a complete system for installing and anchoring windows.

B. Glaze fiberglass windows in the factory.

C. Weatherstrip each operable sash to provide weathertight installation.

D. Complete fabrication, assembly, finishing, hardware application, and other work in the factory to greatest extent possible. Disassemble components only as necessary for shipment and installation. Allow for scribing, trimming, and fitting at Project site.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine openings, substrates, structural support, anchorage, and conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of the Work.

B. Verify rough opening dimensions, levelness of sill plate, and operational clearances.

C. Examine wall flashings, vapor retarders, water and weather barriers, and other built-in components to ensure weathertight window installation.

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

3.2 INSTALLATION

A. Comply with manufacturer's written instructions for installing windows, hardware, accessories, and other components. For installation procedures and requirements not addressed in manufacturer's written instructions, comply with installation requirements in ASTM E2112.

B. Install windows level, plumb, square, true to line, without distortion, anchored securely in place to structural support, and in proper relation to wall flashing and other adjacent construction to produce weathertight construction.

3.3 FIELD QUALITY CONTROL

A. Testing Agency: Engage a qualified testing agency to perform tests and inspections.

1. Testing and inspecting agency will interpret tests and state in each report whether tested work complies with or deviates from requirements.

B. Testing Services: Testing and inspecting of installed windows shall take place as follows:

1. Testing Methodology: Testing of windows for air infiltration and water resistance shall be performed in accordance with AAMA 502.

2. Air-Infiltration Testing:

a. Test Pressure: That required to determine compliance with AAMA/WDMA/CSA 101/I.S.2/A440 performance class indicated.

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Project No. 24039 08 5413 - 6

b. Allowable Air-Leakage Rate: 1.5 times the applicable AAMA/WDMA/CSA 101/I.S.2/A440 rate for product type and performance class rounded down to one decimal place.

3. Water-Resistance Testing:

a. Test Pressure: Two-thirds times test pressure required to determine compliance with AAMA/WDMA/CSA 101/I.S.2/A440 performance grade indicated.

b. Allowable Water Infiltration: No water penetration.

4. Testing Extent: Three windows of each type as selected by Architect and a qualified independent testing and inspecting agency. Windows shall be tested after perimeter sealants have cured.

5. Test Reports: Prepared in accordance with AAMA 502.

C. Windows will be considered defective if they do not pass tests and inspections.

D. Prepare test and inspection reports.

3.4 ADJUSTING, CLEANING, AND PROTECTION

A. Adjust operating sashes and hardware for a tight fit at contact points and weather stripping for smooth operation and weathertight closure.

B. Clean exposed surfaces immediately after installing windows. Remove excess sealants, glazing materials, dirt, and other substances.

1. Keep protective films and coverings in place until final cleaning.

C. Remove and replace sashes if glass has been broken, chipped, cracked, abraded, or damaged during construction period.

D. Protect window surfaces from contact with contaminating substances resulting from construction operations. If contaminating substances do contact window surfaces, remove contaminants immediately in accordance with manufacturer's written instructions.

END OF SECTION 08 5413

LASATA SENIOR LIVING CAMPUS – NEW CBRF FOOD SERVICE EQUIPMENT

Project No. 24039 11 4000 - 1

SECTION 11 4000 – FOOD SERVICE EQUIPMENT

PART 1 - GENERAL

1.1 SUMMARY

A. Description:

The work shall be in accordance with all Contract Documents and shall include miscellaneous work and material which is reasonably inferred and necessary for completion. Make minor changes in equipment location as directed by the Owner or his representative.

Provide a knowledgeable and competent jobsite foreman to coordinate with applicable trades for all plumbing, electrical and HVAC rough ins, wall openings, floor depressions, floor pitches, and equipment curbs and pads.

Verify available utility services and provide equipment accordingly. Verify rough in locations and advise Owner's representative of any discrepancies prior to pouring of floors or closing of walls. Verify all plumbing, electrical and HVAC requirements of new, existing and purveyor furnished foodservice equipment. Verify all field dimensions and existing equipment dimensions.

B. Related work by other contractors:

1. General Contractor (GC) –

a. Provide transit level recesses for walk in cooler/freezer floors and other depressions as indicated on the Drawings. Provide quarry tile or other flooring material and base inside and outside walk in coolers and freezers as shown on the Section 11 40 00 Drawings. Provide slab insulation, concrete wearing floors and setting beds.

b. Provide core drilling and sleeves in floors, wall sleeves, concrete equipment pads and roof curbs with pitch pockets for refrigeration system components.

c. Provide concealed wall backing of size and type and at locations indicated on shop drawings submitted by the Food Service Contractor (FSC).

d. Install floor troughs and floor pans furnished by FSC.

2. Plumbing Contractor (PC) –

a. Provide rough in and final connections of all plumbing services. Flush all lines of foreign matter before connecting fixtures.

b. Provide all water supply and drain lines, drain fittings, floor drains, valves, traps, tailpieces and pressure reducing valves, back flow prevention valves; looped gas supply lines, gas pressure reducing and regulating valves for pressure above 14" W.C., gas shut off valves (except for gas fire/fuel shut off solenoid valves); grease traps; and PVC conduit for refrigeration lines, unless indicated in the Plumbing Schedule as furnished by the FSC.

c. Install all faucets, spray units, lever drains, vacuum breakers, check valves, flow control valves, water inlets, traps, filters, strainers, PRV valves, T/P gauges, gas valves, gas hoses, gas pressure regulators, etc., furnished by the FSC. Exposed piping and fixtures shall not show tool marks. Horizontal piping shall be a minimum of 6" AFF.

d. Provide walk in cooler and freezer copper condensate line piping, trapped outside the cold rooms and installed per prevailing codes.

e. Make connections between sections of modular equipment such as exhaust hoods, and warewashing machines.

3. Electrical Contractor (EC) –

a. Provide rough in and final connections of all electrical services. Install electrical devices furnished by

FSC and indicated on Electrical Schedule. Wet areas such as sinks, disposers or dishwashers shall be wired in Sealtite Type EF conduit or equal, thru water proof boxes.

b. Provide receptacles (GFI), conduit, contactors, controllers, switches, disconnects, starters, etc., unless indicated in the Electrical Schedule as furnished by the FSC.

SECTION 07 2163 – FLUID-APPLIED INSU

Section added as part of addendum B. C.

LASATA SENIOR LIVING CAMPUS – NEW CBRF FOOD SERVICE EQUIPMENT

Project No. 24039 11 4000 - 2

c. Where shunt trips are indicated on the Electrical Schedule provide shunt trips and/or contactors with 120V coils with contact ratings matching the electrical appliance or device. Wire from the micro switch relay on the fire control system head to the contactors/shunt trips.

d. Make electrical connections between sections of modular equipment such as utility distribution systems, exhaust hoods, refrigeration systems or walk in coolers and freezers. Exposed conduit for walk-in cooler/freezer lighting will not be permitted.

4. HVAC Contractor (HC) –

a. Provide rough in and final connections of all HVAC services.

b. Provide ducts, fans, dampers, starters, etc., necessary for operation of grease extracting exhaust hoods, condensate hoods, approved fire barrier material when exhaust hood is located closer than 18” to combustible material or structure and ventilator stacks.

1.2 SUBMITTALS

A. Submit shop and rough in drawings, schedules and three buy out brochure manuals within 30 days of award of contract or as required by the Architect. Submit each page for review in quantities required by the Architect.

B. Electronic shop drawings and rough-in drawings, when required by the Architect shall be in AutoCAD or AutoCAD compatible format and buy-out books shall be in Word or PDF format. Architect or GC shall forward to the Foodservice Consultant all buy out manuals and all drawings for review. Drawings shall be sent rolled up and in a tube. Buy-out manuals shall be assembled in hard-cover three-ring binders with one electronic copy. Corrected brochure manuals and drawings will be returned by the Foodservice Consultant for revisions by the FSC. Repeat until all corrections are satisfactorily made. FSC shall be responsible for any utility costs associated with deviation from Foodservice drawings and specifications.

C. When drawings are approved, submit assembled sets of prints in quantity required by the Architect.

D. When manuals are approved submit assembled brochures in quantity required by the Architect. Provide a numbered cover sheet for each Item that includes a copy of the Specification for that Item. Manuals are to indicate accessories and components used with each Item. Cross out models or accessories shown on catalog sheets but not required by the Specifications.

E. Drawings shall include:

1. Itemized plumbing, electrical and HVAC requirement schedules showing quantities, all required services, sizes and all accessories furnished by the FSC for installation by the applicable trades.

2. Plumbing, electrical and HVAC rough in plans in 1/4" scale. Rough in Drawings included with the Contract

Documents may be used only with the written permission of the Foodservice Consultant. When such drawings are used it shall be the responsibility of the FSC to verify all dimensions and plumbing, electrical and HVAC services and prevailing codes as they relate to this Project and to show any required changes on the documents submitted for approval. Rough in plans may be combined on one sheet only with permission of the Foodservice Consultant. Plans are to show location, elevation, size and type of water supplies, drains, gas lines, floor drains, site drains, electrical supplies, outlets, switches, etc. Rough in dimensions shall be located from readily identifiable column centers and finished walls as drawn by the Architect. Include on each drawing page a legend of commonly used symbols and abbreviations.

3. Floor recesses, trenches, refrigeration lines, refrigeration conduit, concealed wall blocking, pass thru openings, etc., in 1/4" to 3/4" scale.

4. Owner's existing equipment, Owner furnished equipment, future equipment and purveyor furnished equipment such as beverage machines, when indicated in the Contract Documents.

5. Plans, elevations, sections and details for all custom fabricated items, exhaust hoods, walk in coolers and freezers, etc.

6. Submit shop drawings showing plans, elevations and details for all custom fabricated items in minimum 3/4" scale. Detailed sections shall be 1 1/2" scale or larger. Shop drawing paper size shall be a minimum of 24" x 36".

LASATA SENIOR LIVING CAMPUS – NEW CBRF FOOD SERVICE EQUIPMENT

Project No. 24039 11 4000 - 3

7. When approved drawings and buy out brochures are received by the Owner and Architect, fabrication may begin. The approvals shall not relieve the FSC of responsibility for conformance with the Contract Documents unless written approval of change is obtained from the Owner or the Owner's representative.

8. Prior to demonstration and final inspection submit three copies of operation and maintenance manuals to Architect or GC for approval. Manuals shall be in hard cover three ring binders, electronic copy in Word or PDF format and shall include replacement parts lists and a typewritten sheet listing names, addresses and phone numbers of all service agencies to be involved, with reference to the names and item numbers of the pieces of equipment each services. Provide a typewritten index sheet showing, in numerical order, the item numbers and corresponding model and serial number for each piece of equipment. Provide a cover sheet listing the name, address and phone number of the Architect, FSC and the Food Service Consultant.

9. Should the contract for foodservice equipment be awarded after the plumbing, electrical and HVAC services have been roughed in, verify the locations of all such services, sleeves, depressions, etc., and incorporate them in the drawings. If the inspection reveals that the existing conditions seriously interfere with the execution of the Work, report these conditions to the Architect and await instructions before proceeding with that portion of the drawings.

1.3 QUALITY ASSURANCE

A. Comply with all federal, state and local laws and regulations governing materials, installation, health, safety, fire, HVAC and electrical requirements within the applicable jurisdiction.

B. Comply with Standards of ADA, AGA, ASHRAE, ASME, ANSI, NEMA, NEC, NFPA #17A, 54, 70, and 96, NSF, OSHA and UL.

C. All principal items of equipment shall bear the NSF seal.

D. Use UL Listed electrical components and include UL labels.

E. When the Contract Documents call for higher standards or larger sizes than the regulations, the Contract Documents shall govern. When the regulations require higher standards or larger sizes than the Contract Documents, the regulations shall govern. Rulings and interpretations of the enforcing agencies shall be considered a part of the regulations. No additional amounts shall be paid for such compliance.

F. If, because of jurisdictional trade agreements or other conditions, any work specified in the Contract Documents must be done by others, sublet such work only to those who are qualified to do such work or make other arrangements at the expense of the FSC, subject to approval by the Architect.

1.4 DELIVERY, STORAGE, AND HANDLING

A. All shipping, storage and delivery costs for equipment furnished by the FSC shall accrue to the FSC.

B. Do not deliver equipment until authorized by the GC. Verify storage areas with the GC prior to delivery. Verify delivery route and building access prior to fabrication or installation.

C. Equipment shall be wrapped and crated at the factory and shall be delivered in undamaged condition. FSC shall be responsible for loss or damage to equipment until final inspection and acceptance by the Owner.