Addendum D-Narrative_all drawings and specs.pdf

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ADDENDUM D

ISSUE DATE: 8/8/2025

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, Addendum A dated 6/30/2025. Addendum B dated 7/16/2025, and Addendum C dated 8/5/2025. 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 four (4) typed pages, as well as three (3) revised sections of Project Manual, and eight (8) 22 inch by 34 inch drawings.

CHANGES TO PROJECT MANUAL:

1. Section 00 1000 – Construction Manager Bid Submission Documents

a. Bid Advertisement – Bid due date

i. Revise “Bids must be submitted to the Ozaukee County

Adminstrator’s Office, 121 W. Main Street, Port Washington, WI no later than 2pm CST, Tuesday August 19th, 2025.”

b. Instruction to Bidders

i. Item A, Project Timeline

1. Revise Bid Submission deadline and Public Opening to Tuesday August 19th, 2025 @ 2:00pm

ii. Item C, Bid Closing

1. Revise “Bids must be submitted to the Ozaukee County

Administration Office 121 W Main Street, Port Washington, WI no later than 2pm CST, Tuesday, August 19th, 2025.”

iii. Item D, Bid Opening

1. Revise “Bid opening will take place on Tuesday, August 19, 2025 at 2:10pm CST, at the Ozaukee County Administration Office, 121 W Main Street, Port Washington, WI.”

2. Section 08 5413 – Fiberglass Windows

a. Part 2.2.C – Thermal Transmittance

i. Revise U-factor to 0.29

b. Part 2.2.D – Solar Heat Gain Coefficient

i. Revise SHGC to 0.36

c. Part 2.3.H – Projected Window Hardware

i. delete 4 and 4.a

d. Part 2.3.I – Hung window hardware

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i. Add 2.3.I.4 and 4.a – add limit devices as indicated on plan.

3. Section 12 3663 – Plastic Laminate Cabinets, Countertops & Shelves

a. Part 1.4 Quality Assurance

i. delete last line of 1.4 “Shop is a certified participant in AWI’s Quality

Certification Program.”

CHANGES TO THE DRAWINGS:

1. Sheet G0.1 – Cover Sheet

a. Revise Construction Manager to Catalyst Construction

2. Sheet G-0.1 – RCAC Cover Sheet

a. Revise Construction Manager to Catalyst Construction

3. Sheet A1.1 – First Floor Overall Plan

a. Add note “provide limiter at operable window”

i. At window W4 in unit 118

ii. At windows W3 and W2 in unit 120

4. Sheet A6.2 – Door Schedules

a. Add Door 100 to schedule.

b. Revise Door 101 to indicate HM frame.

5. Sheet A6.3 – Window Types & Elevations

a. Detail 2 – Window Elevations

i. Revise Glazing at window W1, W2, W3, W4 to GLT-15 as indicated

ii. Revise Window types W1, W2, W3, W4 to indicate double-hung

b. Detail 3 – Storefront Elevations

i. Revise Glazing at Storefront S1, S2, S5 to GLT-15 as indicated

6. Sheet A7.0 – Interior Elevations

a. Detail 1 – Kitchen Elevation

i. Revise upper cabinets to CAB-1

b. Detail 4 – Pantry Elevation

i. Revise countertop to PL-2

c. Detail 5 – Laundry Elevation

i. Revise countertop to PL-2

7. Sheet A7.1 – Interior Elevations

a. Detail 6 – Toilet 130 Sink Elevation

i. Revise sink skirt to PL-1

b. Detail 11 – Toilet 124 Sink Elevation

i. Revise sink skirt to PL-1

c. Detail 13 – Spa 134 Sink Elevation

i. Revise sink skirt to PL-1

d. Detail 17 – Medicine North Elevation

i. Revise countertop to PL-2

e. Detail 18 – Medicine East Elevation

i. Revise countertop to PL-2

8. Sheet A9.0 – Finish schedule

a. 127 - Medicine room – Revise Upper Cabinets to PL-1

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RFI QUESTIONS / CLARIFICATIONS:

Design team responses in red.

1. Clarification : Addendum A and B are included as part of the issued for Bid drawing set.

2. Fiberglass Windows - Please confirm all fiberglass units should be tempered due to cost – not all fiberglass window glazing needs to be tempered, Please see Addendum D - A6.3.

3. Fiberglass Windows - Please confirm limiters for hungs. Spec shows limiters for casements. – please see Addendum D, a note has been added on A1.0 indicating which windows require a limiter. Limiter is deleted from casement section and added to the hung window section.

4. Plam Countertop Casework and Shelving Spec Section - It in indicated on Spec Manual that Fabricator must be a certified participant in AWI, some of the bidders are asking, particularly those participating on the general trades if this certification is in strict compliance or rather than comply with AWS/AWI Standards. – Please see Addendum D.

line is deleted from spec section.

5. Millwork - Kitchen: Elevation 1/A7.0 calls for PL-1 upper cabinets, but the Room Finish

Schedule on A9.0 call for CAB-1 upper cabinets. Which is correct? Upper cabinets should be CAB-1, Please see Addendum D

6. Millwork - Medicine: Elevations 17,18/A7.1 calls for PL-1 countertop, but both the Room

Finish Schedule and Finish List on A9.0 call for PL-2 at the countertop. Which is correct?

Countertop should be PL-2, Please see Addendum D

7. Millwork - Pantry: Elevation 4/A7.0 calls for PL-1 countertop, but both the Room Finish

Schedule and Finish List on A9.0 call for PL-2 at the countertop. Which is correct?

Countertop should be PL-2, Please see Addendum D

8. Millwork - Laundry: Elevation 5/A7.0 calls for PL-1 countertop, but both the Room

Finish Schedule and Finish List on A9.0 call for PL-2 at the countertop. Which is correct?

Countertop should be PL-2, Please see Addendum D

9. Millwork - Spa & Toilet: Elevations 6,11,13/A7.1 calls for CAB-1 wood apron/skirt, but both the Room Finish Schedule on A9.0 calls for PL-1. Which is correct? Lav Apron/Skirt should be PL-1, Please see Addendum D

10. Millwork - Do you have a spec for the open shelving brackets (in the Pantry & the

Laundry), or will an allowance for KV 0208 series “Ultimate L-Brackets” be acceptable?

An allowance for brackets is acceptable.

11. Millwork - Is rail R1 in the custom millwork scope? Rail R1 per 1/A6.1 refers says to see

6/G0.2 for details. The handrail at 1/A6.1 shows a standard round handrail with brackets, but 6/G0.2 shows an accessible contoured handrail. Which is correct? Rail R1 should be standard round handrail with brackets. The G0.2 sheet is indicating the accessibility requirements of the railing, not the shape of the rail.

12. Access Control – Could you please confirm whether the electrical contractor’s scope is limited to providing infrastructure and cabling only, per the device locations indicated on the drawings? Correct. Additionally, what specific type(s) of cable should be provided?

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Or will the final cable specification and routing be determined by the owner’s vendor?

This should be confirmed with the owners vendor.

13. Nurse Call System - While the drawings indicate nurse call device locations, there is no accompanying specification, general notes, or direction. Can you clarify the intended scope? Should the electrical contractor provide conduit only, or also furnish and install cabling? If so, what system and cable type are expected? The intent is to extend into the existing system located in Maintenance Shop 007 of the Crossing Building. This would include conduit, wire, devices and programming.

14. Security Cameras (CCTV) - Please confirm the electrical contractor’s responsibilities are just to install conduits and CAT6A Jack and Cable? Correct

15. Ceiling Plenum Designation - Is the space above the suspended drop ceiling considered a plenum throughout the project? There are no plenum spaces in the new CBRF building.

The area above the kitchen work in the Crossings building has a current return air plenum. Note #5 on Sheets E2.0B and E2.0C is the only reference to plenum rating.

Please confirm whether this applies project-wide and the reasoning behind the plenum classification (e.g., return air path or specific code requirement). Note #5 will be removed from sheets E2.0B and E2.0C. It will then be added to sheet E1.1. (see Addendum C)

16. Acceptability of NM Cable - Lastly, is the use of NM (non-metallic) cable permissible in this project? Or should branch wiring be run in MC, EMT, or other approved wiring methods, particularly if the ceiling space is indeed plenum-rated? NM is to not be used on the project. At a minimum use EMT.

17. Acceptability of MC Cable - per specifications the electrical components must be compliant with the National Electrical Code, which they were saying that if at minimum

EMT will be used, it will be more expensive and overdesigned. They asking if the NM

Cable is not an option, can an MC Cable be considered? keep EMT as originally designed and specified, but the contractor may present MC as a value engineering item.

18. Referring to Sheet A9,0 – Room Finish Schedule, the table is lacking the typical unit finish schedule. Please see Unit Finishes in upper right corner of A9.0.

19. The specs call for double hung and the window schedule in the drawings show single hung. Double-Hung windows will be used. See Addendum D – A6.3 revised.

20. The specs call for U-Value of 0.30 and SHGC of 0.40 and the drawings call for U-Value of

0.29 and SHGC of 0.36. U 0.29 and SHGC of 0.36 should be used. See revised spec section Addendum D.

ATTACHMENTS:

Project Manual Specification Section 00 1000, 08 5413, 12 3663 Drawings G0.1, G-0.1, A1.1, A6.2, A6.3, A7.0, A7.1, A9.0 (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 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.

cmiller Text Box Section revised as part of addendum D.

LASATA SENIOR LIVING CAMPUS – NEW CBRF FIBERGLASS WINDOWS

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.

LASATA SENIOR LIVING CAMPUS – NEW CBRF FIBERGLASS WINDOWS

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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 0.29 Btu/sq. ft. x h x deg F.

D. Solar Heat-Gain Coefficient (SHGC): NFRC 200 maximum whole-window SHGC of 0.36.

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.

LASATA SENIOR LIVING CAMPUS – NEW CBRF FIBERGLASS WINDOWS

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.

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.

4. Limit Devices: Factory-Installed Opening Control Device per ASTM F2090-17

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

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.

LASATA SENIOR LIVING CAMPUS – NEW CBRF FIBERGLASS WINDOWS

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 PLASTIC-LAMINATE CABINETS, COUNTERTOPS & SHELVES Project No. 24039 12 3663-1

SECTION 12 3663 – PLASTIC-LAMINATE CABINETS, COUNTERTOPS & SHELVES

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes the following:

1. Plastic-laminate countertops.

2. Plastic-laminate cabinets.

3. Plastic-laminate shelving.

1.2 REFERENCES

A. Plastic Laminate: National Electrical Manufacturers Association (NEMA) Publication No. LD3-2005.

B. Particle Board Core: ANSI A208.1-2022.

C. Fiberboard Core: ANSI A208.2.

1.3 SUBMITTALS

A. Product Data: Manufacturer’s catalog information edited to indicate specific products and related accessories to be provided for this project.

B. Shop Drawings: Indicate dimensions, thicknesses, required clearances, tolerances, materials, colors, finishes, fabrication details, field joining, adjacent construction, methods of support, integration of plumbing components, and anchorages. Field measure for all components.

C. Samples:

1. Plastic-laminates, for each type, color, pattern, and surface finish.

1.4 QUALITY ASSURANCE

A. Fabricator Qualifications: Shop that employs skilled workers who specialize in fabricating products similar to those required for this Project and whose products have a record of successful in-service performance with a minimum of three (3) years documented experience.

1.5 DELIVERY, STORAGE AND HANDLING

A. Deliver items only when proper storage conditions will be available. Store in protected area until ready for installation.

B. Maintain optimum humidity and temperature conditions after receipt of materials.

C. Store in manner to allow free circulation of air around all items.

D. Maintain temperature of storage areas between 50 to 75 degrees Fahrenheit.

cmiller Text Box Section revised as part of addendum D.

Project No. 24039 12 3663-2

PART 2 - PRODUCTS

2.1 PLASTIC-LAMINATE MATERIALS

A. High-Pressure Decorative Laminate (HPDL) sheet bonded to substrate.

1. Plastic Sheet NEMA LD3, Grade HGP, 0.048 inch nominal thickness.

a. Manufacturers:

b. Surface Burning Characteristics: Flame spread index of 25, maximum; smoke developed index of 450, maximum; when tested in accordance with ASTM E84.

c. Finish: As indicated on Drawings.

d. Surface Color and Pattern: As indicated on Drawings.

2. Exposed Edge Treatment

3. Back and End Splashes: Same material, same construction.

2.2 PLASTIC-LAMINATE CABINETS

A. Bottoms, Sides and Subtop: 3/4 inch 45-47 pound density particle board.

B. Back Panel: 3/8 inch 45-47 pound density particle board.

C. Back panels rabbeted into sides, top and bottom. Secure with hot melt glue and mechanical fasteners.

D. Assemble tops and bottoms with concealed fasteners.

E. Provide finished panels at all exposed locations. Ands adjacent to appliances shall be considered as exposed ends.

F. Provide manufacturer’s standard construction to reinforce cabinets for all attachment; glued and mechanically fastened.

G. Door/Drawer Construction and Edging.

1. Door Fronts: 3/4-inch-thick core.

2. Exposed Edges, Endsplashes: Finished to match exposed face.

3. Laminate face/balancer to core with PVA rigid adhesives, under pressure, nor natural setting process. Heat process or contact adhesives not allowed.

4. Door/Drawer/Cabinet Body Edges: .020 inch laminate, hot melt applied.

5. Drawer Backs, Sides, Fronts: 1/2-inch thick 55 pound density fiberboard with white melamine overlay or hardboard with sealer and AWI premium finish.

6. Dovetail drawer fronts and backs, secure with glue.

7. Drawer Bottoms: 3/8-inch thick 45-47 pound density particle board.

8. Rabbet bottoms into sides, front and back; staple and glue.

9. Drawer fronts screwed on from drawer inside.

10. Drawer Reinforcement: 1/2-inch thick under-bottom stiffeners, 1 at 24 inch drawers, 2 at 36 inch drawers, 4 at

48 inch drawers.

11. Provide full extension glides at all drawer locations

H. Cabinet Hardware:

1. General: Manufacturer’s standard units complying with BHMA A156.9, of type, size, style, material, and finish as selected by Architect.

2. Pulls: As selected by Architect from manufacturer’s full range.

3. Hinges: Concealed European-stype self-closing hinges.

4. Drawer Guides: Epoxy-coated-metal, self-closing drawer guides; designed to prevent rebound when drawers are closed; with nylon-tied, ball-bearing rollers; and complying with BHMA A156.9, Type B05091.

Project No. 24039 12 3663-3

2.3 SHELVING

A. Shelves under 27 inches long: 3/4-inch-thick 45-47 pound density particle board.

B. Shelves over 27 inches long: 1-inch-thick pound density particle board.

C. Finished to match faces.

D. Edging: 0.20 inch laminate, hot melt applied.

2.4 FABRICATION

A. General: Complete fabrication to maximum extent possible before shipment to Project site. Where necessary for fitting at site, provide allowance for scribing, trimming, and fitting.

1. Shop cut openings to maximum extent possible. Sand edges of cutouts to remove splinters and burrs. Seal edges of openings with a coat of varnish.

B. Plastic-Laminate Countertops and Cabinets:

1. Fabricate tops and splashes in the largest sections practicable, with top surface of joints flush.

a. Join lengths of tops using best method recommended by manufacturer.

b. Fabricate to overhang fronts and ends of cabinets 1 inch except where top butts against cabinet or wall.

c. Prepare all cutouts accurately to size; replace tops having improperly dimensioned or unnecessary cutouts or fixture holes.

2. Provide back/end splash wherever counter edge abuts vertical surface unless otherwise indicated.

a. Secure to countertop with concealed fasteners and with contact surfaces set in waterproof glue.

b. Height: 4 inches unless otherwise indicated.

3. Cabinet parts shall be accurately machined utilizing hardwood dowels for premium quality grade joinery construction. Glue and mechanically fasten all joints for maximum rigidity.

4. All cabinets shall be square, plumb, true and self-supporting. Provide removable back panels and closure panels for plumbing access where indicated.

PART 3 - EXECUTION

3.1 EXAMINATION

A Do not begin installation until substrates have been properly prepared.

B. If substrate preparation is the responsibility of another installer, notify Architect of unsatisfactory preparation before proceeding.

C. Verify that wall surfaces have been finished and mechanical and electrical services and outlets are installed in proper locations.

D. Verify adequacy of backing and support framing.

E. Verify location and sizes of utility rough-ins associated with work in this Section.

3.2 PREPARATION

Project No. 24039 12 3663-4

A. Clean surfaces thoroughly prior to installation.

B. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions.

3.3 INSTALLATION

A. Remove and replace tops, backs, panels, shelves and other items necessary to allow sections to complete their work of connecting services.

B. Install components plumb, level, and true according to approved Shop Drawings and manufacturer’s published installation instructions. Use tools acceptable to manufacturer. Anchor securely.

C. Securely attach countertops to cabinets using concealed fasteners. Make flat surfaces level; shim where required.

D. Attach plastic laminate countertops using screws with minimum penetration into substrate board of 5/8 inch.

E. Seal joint between back/end splashes and vertical surfaces.

F. Provide all necessary fillers, panels, end panels, scribed required to make complete installation as detailed.

G. Seal joint between back/end splashes and vertical surfaces.

F. Install cabinets without distortion so doors and drawers fit openings properly and are accurately aligned. Adjust hardware to center doors and drawers in openings and to provide unencumbered operation.

G. Fasten wall cabinets through back, near top and bottom, at ends and not more than 16 inches o.c. with No. 10 wafer-head screws sized for 1-inch penetration into wood framing, blocking, or hanging strips.

3.4 TOLERANCES

A. Variation From Horizontal: 1/8 inch in 10 feet (3 mm in 3 m), maximum.

B. Offset From Wall, Countertops: 1/8 inch (3 mm) maximum; 1/16 inch (1.5 mm) minimum.

C. Where casework meets wall surfaces, set with uniform space not to exceed 1/8 inch.

D. Field Joints: 1/8 inch (3 mm) wide, maximum.

3.5 PROTECTION, REPAIRING AND CLEANING

A. Clean surfaces thoroughly. Use no acids or harsh abrasives.

B. Leave surfaces clean and without defects.

C. Protect installed products until completion of project.

D. Touch-up, repair or replace damaged products before Date of Substantial Completion.

END OF SECTION 12 3663

DU CHIEN

LA CROSSE

PRAIRIE

EAU CLAIRE

SUPERIOR

ASHLAND

FOND DU LAC

DODGEVILLE

JANESVILLE

MADISON

WISCONSIN

RICHLAND

CENTER

DELLS

WISCONSIN

TOMAH

RAPIDS

RACINE

KENOSHA

MILWAUKEE

APPLETON

OSHKOSH

SHEBOYGAN

MANITOWOC

FALLS

WAUSAU

STEVENS POINT

RHINELANDER

PARK

GREEN BAY

PROJECT 3D OVERVIEW

PROJECT/BUILDING DATA

BUILDING AREAS

NEW CBRF BUILDING AREA = 15,668 GSF

EXISTING RCAC WORK AREA = 1,450 GSF

BUILDING HEIGHT

TOTAL BUILDING HEIGHT = 24'-8"

NUMBER OF STORIES = 1 STORY

CONSTRUCTION TYPE

TYPE 5A

SPRINKLERS

BUILDING IS FULLY SPRINKLERED NFPA13

SITE DATA

ZONING: I-1 : INSTITUTIONAL AND PUBLIC SERVICE DISTRICT

ADDRESS: 677 WAUWATOSA RD,

CEDARBURG, WI 53012

SQUARE FOOTAGES

- LASATA CARE CENTER = 130,418 SF

- LASATA HEIGHTS PH1 = 91,776 SF (EST)

- LASATA HEIGHTS PH2 = 67,814 SF

- OUTBUILDINGS (GAZEBO, SHED, GARAGE) = 500 SF (EST)

- PROPOSED CBRF ADDITION = 15,668 SF

TOTAL = 306,176 SF

SITE COVERAGE

- TOTAL BUILDING AREA = 306,176 SF

- TOTAL SITE AREA = 22.476 AC = 979,054 SF

- FLOOR AREA RATIO = 31.2% FARARCHITECTURAL ABBREVIATIONS LEGEND

AB

AFF

ALT

ALUM

ARCH

BRD

BLK

BOT

CB

CIP

CJ

CL

CLG

CLJ

CLR

CMU

CO

COL

CONC

CONT

CPT

CU

DBL

DF

DIM

DN

DS

DTL

DWG

EA

EC

EIFS

EL

ELEV

ENG

EQ

EXIST

EXP

EXT

FD

FND

FE

FEC

FF

FIN

FLR

- AND

- AT

- ANCHOR BOLT

- ABOVE FINISH FLOOR

- ALTERNATE

- ALUMINUM

- ARCHITECT / ARCHITECTURAL

- BOARD

- BLOCK (CMU)

- BOTTOM

- CATCH BASIN

- CAST-IN-PLACE

- CONSTRUCTION JOINT

- CENTERLINE

- CEILING

- CONTROL JOINT

- CLEAR DISTANCE

- CONCRETE MASONRY UNIT

- CASED OPENING

- COLUMN

- CONCRETE

- CONTINUOUS

- COMMON PATH OF TRAVEL

- CUBIC

- DOUBLE

- DRINKING FOUNTAIN

- DIAMETER

- DOWN

- DOWN SPOUT

- DETAIL

- DRAWING

- EACH

- ELECTRICAL CONTRACTOR

- EXTERIOR INSULATION FINISH SYSTEM

- ELEVATION

- ELEVATOR

- ENGINEER

- EQUAL

- EXISTING

- EXPANSION

- EXTERIOR

- FLOOR DRAIN

- FOUNDATION

- FIRE EXTINGUISHER

- FIRE EXTINGUISHER CABINET

- FINISH FLOOR

- FINISH

- FLOOR

FND

FOM

FOS

FTG

FUT

FV

GA

GALV

GB

GC

GYP

HC

HM

HORIZ

HT

HVAC

HR

ID

I.F.

INSUL

INT

JBE

JT

L

LAM

LVL

MAX

MBW

MFG

MIN

MO

MTL

NIC

NOM

NTS

NO

OC

OD

O.F.

OH

OPCI

OPOI

OPNG

OPP

- FOUNDATION

- FACE OF MASONRY

- FACE OF STUD

- FOOTING

- FUTURE

- FIELD VERIFY

- GAUGE

- GALVANIZED

- GRAB BAR

- GENERAL CONTRACTOR

- GYPSUM

- HVAC CONTRACTOR

- HOLLOW METAL

- HORIZONTAL

- HEIGHT

- HEATING, VENTILATION & AIR CONDITIONING

- HOUR

- INSIDE DIAMETER

- INSIDE FACE

- INSULATION

- INTERIOR

- JOIST BEARING ELEVATION

- JOINT

- STEEL ANGLE DESIGNATION

- LAMINATE

- LAMINATED VENEER LUMBER

- MAXIMUM

- MASONRY BEARING WALL

- MANUFACTURER

- MINIMUM

- MASONRY OPENING

- METAL

- NOT IN CONTRACT

- NOMINAL

- NOT TO SCALE

- NUMBER

- ON CENTER

- OUTSIDE DIAMETER

- OUTSIDE FACE

- OVERHEAD

- OWNER PROVIDED, CONTRACTOR INSTALLED

- OWNER PROVIDED, OWNER INSTALLED

- OPENING

- OPPOSITE

PREFAB

PERIM

PC

P/C P/T

PT

PNL

PNV

R

RC

RD

REINF

REQD

RM

RNL

RNV

SCHED

SHT

SIM

SOG

SPEC

SQ

SS

STL

STR

THK

TOL

TOP

TP

TS

TYP

TOW

UL

UNO

VB

VERT

VIF

W W/ W/O

WC

WD

WRB

WWF

- PREFABRICATED

- PERIMETER

- PLUMBING CONTRACTOR

- PRECAST / PRESTRESSED

- POST TENSIONED

- PRESSURE TREATED

- PROVIDED NATURAL LIGHT

- PROVIDED NATURAL VENTILATION

- RADIUS

- RESILIENT CHANNEL

- ROOF DRAIN

- REINFORCING

- REQUIRED

- ROOM

- REQUIRED NATURAL LIGHT

- REQUIRED NATURAL VENTILATION

- SCHEDULE

- SHEET

- SIMILAR

- SLAB ON GRADE

- SPECIFICATION

- SQUARE

- STAINLESS STEEL

- STEEL

- STRUCTURAL

- THICKNESS

- TOP OF LEDGE ELEVATION

- TOP OF PIER ELEVATION

- TOILET PAPER DISPENSER

- (SEE HIGH STRENGTH STEEL

DESIGNATION)

- TYPICAL

- TOP OF WALL ELEVATION

- UNDERWRITERS LAB

- UNLESS NOTED OTHERWISE

- VAPOR BARRIER

- VERTICAL

- VERIFY IN FIELD

- WIDTH

- WITH

- WITHOUT

- WATER CLOSET

- WOOD

- WEATHER RESISTANT BARRIER

- WELDED WIRE FABRIC

WALL SECTION/

DETAIL REFERENCE

DETAIL / SECTION

NUMBER

SHEET

NUMBER

DETAIL

NUMBER

SHEET

NUMBER

WALL TYPE

DESIGNATION

SOUND

ATTENUATION

INSULATION

(IF APPLICABLE)

WALL RATING

(IF APPLICABLE)

SHEET

NUMBER

ELEVATION

NUMBER

REVISION NUMBER

AND CLOUD

STRUCTURAL

GRID LINE

DETAIL

REFERENCE

WALL

TYPES

DOOR

NUMBER

FLOOR

ELEVATION

MARKER

KEYNOTE

MARKERINTERIOR

ELEVATIONS

WINDOW TYPE

REFERENCE

ELEVATION

REFERENCE

STRUCTURAL

GRIDLINE

BUILDING

SECTION

REFERENCEROOM NAME

100'-0"

H 1t

S 1

1A

S 1

PROJECT

LOCATION -

CEDARBURG, WI

STATE MAP

VICINITY MAP PROJECT LOCATION -

LASATA SENIOR

LIVING CAMPUS,

CEDARBURG, WI

LASATA

CARE

CENTER

LASATA

HEIGHTS

CODE INFORMATION SUMMARY

APPLICABLE CODE

2015 INTERNATIONAL BUILDING CODE WITH WI AMMENDMENTS

2015 INTERNATIONAL EXISTING BUILDING CODE WITH WI AMMENDMENTS

2009 AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) A117.1

WISCONSIN ADMINISTRATIVE CODE DHS CHAPTER 83 - CBRF FACILITIES

OCCUPANCY CLASSIFICATION - IBC 2015-CHAPTER 3

I-2 - INSTITUTIONAL (CBRF - CNA LICENSE)

21 RESIDENTS = LARGE CBRF PER DHS 83.04

CLASS C NON-AMBULATORY (CNA)

ALLOWABLE HEIGHTS & AREAS - IBC 2015-CHAPTER 5

ALLOWABLE HEIGHT ABOVE GRADE PLANE = 50'-0"

ACTUAL BUILDING HEIGHT ABOVE GRADE PLANE = 24'-8"

ALLOWABLE STORIES ABOVE GRADE PLANE = 1 PER DHS MEMO P-03538(1/2024)

ACTUAL BUILDING STORIES ABOVE GRADE PLANE = 1

FRONTAGE INCREASE = NOT USED

ALLOWABLE FLOOR AREA = 38,000 SF

ACTUAL BUILDING FLOOR AREA = 15,668 SF (NEW CBRF)

CONSTRUCTION TYPE & FIRE RESISTANCE RATINGS - IBC 2015-CHAPTER 6

TYPE-VA - PROTECTED WOOD FRAME

STRUCTURAL FRAME = 1 HOUR

EXTERIOR BEARING WALLS = 1 HOUR

INTERIOR BEARING WALLS = 1 HOUR

FLOOR ASSEMBLIES = 1 HOUR

ROOF ASSEMBLIES = 1 HOUR

FIRE & SMOKE PROTECTION FIRE RATINGS - CHAPTER 7

FIRE WALL: 2 HOUR

FIRE BARRIER: 2 HOUR

FIRE PARTITION: 1 HOUR

SMOKE BARRIER: 1 HOUR

SMOKE PARTITION: NO RATING REQUIRED

CORRIDOR WALL: 1 HOUR

DWELLING UNIT SEPARATION: 1 HOUR

ATTIC DRAFT STOPPING: DRAFTSTOPPING NOT REQUIRED IN BUILDINGS

EQUIPPED WITH AUTOMATIC SPRINKLER SYSTEM SECTION 903.1.1

FIREBLOCKING IN CONCEALED WALL SPACES: VERTICALLY AT CEILING AND

FLOOR LEVELS, HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FT.

FIRE SPRINKLER - IBC 2015 - CHAPTER 9

BUILDING IS FULLY SPRINKLERED

NFPA 13 = ENTIRE BUILDING

MANUAL FIRE ALARM = SHALL BE PROVIDED IN ACCORDANCE

WITH SECTION 907.2.6

AUTOMATIC FIRE DETECTION = SHALL BE PROVIDED AT CORRIDORS

PER SECTION 907.2.6.2

SEE CODE COMPLIANCE PLANS FOR ADDITIONAL INFORMATION

RCAC KITCHEN

AREA; SEE A5.4

WORK AREA

1,450 SF

KEY PLAN

LASATA CROSSINGS;

EXISTING RCAC BUILDING

NEW CBRF

BUILDING

N

RCAC ALTERATIONS TO BE

SUBMITTED TO DHS IN A

SEPARATE APPLICATION.

RCAC UNIT

MODIFICATION;

SEE A1.1B

WORK AREA

500 SF

6515 Grand Teton Plaza, Suite 120, Madison, Wisconsin 53719 p608.829.4444 f608.829.4445 dimensionivmadison.com

GENERAL

D G0.1 COVER SHEET

A G-0.2 RCAC AREA OF WORK KEY PLANS

G0.2 GENERAL ACCESSIBILITY REQUIRMENTS

C G1.1 CODE COMPLIANCE PLAN

C G1.2 CODE COMPLIANCE PLAN (LIGHT AND VENT)

CIVIL

C1.0 SITE PLAN

C1.1 EMERGENCY ACCESS PLAN

C2.0 SITE GRADING PLAN

C3.0 SITE UTILITY PLAN

C3.1 PUBLIC WATER MAIN PLAN

C4.0 SITE EROSION CONTROL PLAN

C5.0 SITE DETAILS

LSP1.0 GENERAL NOTES, SITE INFO, & PLANT MATERIAL

TABLES

LSP1.1 PROPOSED LANDSCAPE PLAN

LSP1.2 PROPOSED LANDSCAPE PLAN, PLANTING

DETAILS

V1.0 EXISTING CONDITIONS MAP

STRUCTURAL

S0.1 STRUCTURAL NOTES

A S0.2 STRUCTURAL SCHEDULES

S1.0 OVERALL FOUNDATION PLAN

S1.1 FOUNDATION PLAN - AREA A

S1.2 FOUNDATION PLAN - AREA B

S1.3 FOUNDATION PLAN - AREA C

S3.0 OVERALL ROOF FRAMING PLAN

A S3.1 ROOF FRAMING PLAN - AREA A

S3.2 ROOF FRAMING PLAN - AREA B

S3.3 ROOF FRAMING PLAN - AREA C

A S3.4 PLANS & DETAILS AT EXISTING KITCHEN

A S4.1 DINING ROOM MECH PLATFORM SECTIONS

S5.1 FOUNDATION DETAILS

S5.2 FOUNDATION DETAILS

A S5.3 FOUNDATION DETAILS

S6.1 MASONRY DETAILS

A S8.1 MECH PLATFORM STEEL DETAILS

S9.1 WOOD DETAILS

S9.2 WOOD DETAILS

S9.3 WOOD DETAILS

ARCHITECTURAL

D A1.1 FIRST FLOOR OVERALL PLAN

C A1.1A FIRST FLOOR PLAN_AREA A

A1.1B FIRST FLOOR PLAN_AREA B

C A1.1C FIRST FLOOR PLAN_AREA C

A1.2 ROOF PLAN

A2.0 EXTERIOR ELEVATIONS

A2.1 EXTERIOR ELEVATIONS

A3.0 BUILDING SECTIONS

A3.1 BUILDING SECTIONS

A3.2 BUILDING SECTIONS

A3.3 WALL SECTIONS

A3.4 EXTERIOR STAIR AND RAMP SECTIONS

A4.1 FIRST FLOOR REFLECTED CEILING PLAN

C A5.0 UNIT FLOOR PLANS

A A5.2 ENLARGED RAMP CONNECTION FLOOR PLANS &

DETAILS

A5.3 ENLARGED CANOPY PLANS & DETAILS

A A5.4 RCAC ENLARGED PLANS AND DETAILS

A A5.5 RCAC ENLARGED PLANS AND DETAILS

A A5.6 RCAC ENLARGED PLANS AND DETAILS

A6.0 ASSEMBLY TYPES

A A6.1 ASSEMBLY TYPES

D A6.2 DOOR SCHEDULES

D A6.3 WINDOW TYPES & ELEVATIONS

A6.4 WINDOW AND DOOR DETAILS

D A7.0 INTERIOR ELEVATIONS

D A7.1 INTERIOR ELEVATIONS

A8.0 DETAILS

A8.1 DETAILS

A8.2 DETAILS

A8.3 TRASH ENCLOSURE PLAN

D A9.0 FINISH SCHEDULE AND FINISH LIST

A9.1A FIRST FLOOR FINISH PLAN AREA A

A9.1B FIRST FLOOR FINISH PLAN AREA B

A9.1C FIRST FLOOR FINISH PLAN AREA C

FIRE PROTECTION

F0.0 SYMBOLS, ABBREVIATIONS AND NOTES - FIRE

PROTECTION

F1.0 RCAC KITCHEN PLAN - FIRE PROTECTION

F2.0 FIRST FLOOR PLAN - FIRE PROTECTION

PLUMBING

P0.0 SYMBOLS AND ABBREVIATIONS - PLUMBING

C P1.0 RCAC KITCHEN PLANS - PLUMBING

C P1.1 NEW WORK KITCHEN PLANS - PLUMBING

P2.0 UNDERFLOOR PLAN - PLUMBING

P2.0A UNDERFLOOR PLAN - AREA A - PLUMBING

P2.0B UNDERFLOOR PLAN - AREA B - PLUMBING

P2.0C UNDERFLOOR PLAN - AREA C - PLUMBING

P2.1 FIRST FLOOR PLAN - PLUMBING

P2.1A FIRST FLOOR PLAN - AREA A - PLUMBING

P2.1B FIRST FLOOR PLAN - AREA B - PLUMBING

P2.1C FIRST FLOOR PLAN - AREA C - PLUMBING

P2.2 ROOF PLAN - PLUMBING

P3.1 ENLARGED PLANS - PLUMBING

P4.0 WASTE AND VENT ISOMETRIC - AREA A -

PLUMBING

P4.1 WASTE AND VENT ISOMETRIC - AREA B -

PLUMBING

P4.2 WASTE AND VENT ISOMETRIC - AREA C -

PLUMBING

P4.3 DOMESTIC WATER ISOMETRIC - AREA C -

PLUMBING

P4.4 DOMESTIC WATER ISOMETRIC - AREA B -

PLUMBING

P4.5 DOMESTIC WATER ISOMETRIC - AREA A -

PLUMBING

P4.6 STORM ISOMETRIC - AREA A - PLUMBING

C P4.7 KITCHEN WASTE AND VENT ISOMETRIC -

PLUMBING

C P4.8 KITCHEN DOMESTIC WATER ISOMETRIC -

PLUMBING

P8.0 SCHEDULES - PLUMBING

P9.0 DETAILS - PLUMBING

MECHANICAL

M0.0 SYMBOLS AND ABBREVIATIONS - HVAC

A M1.0 BASEMENT PLAN - HVAC

A M1.1 KITCHEN PLAN-HVAC

A M1.2 KITCHEN ROOF HVAC

M2.0 FIRST FLOOR PLAN - HVAC DUCT

A M2.0A FIRST FLOOR PLAN - AREA A - HVAC DUCT

M2.0B FIRST FLOOR PLAN - AREA B - HVAC DUCT

M2.0C FIRST FLOOR PLAN - AREA C - HVAC DUCT

M2.1 FIRST FLOOR PLAN - HVAC PIPING

M2.1A FIRST FLOOR PLAN - AREA A - HVAC PIPING

M2.1B FIRST FLOOR PLAN - AREA B - HVAC PIPING

M2.1C FIRST FLOOR PLAN - AREA C - HVAC PIPING

M2.2 ROOF PLAN - HVAC

B M7.0 CONTROLS - SCHEMATICS - HVAC

B M7.1 CONTROLS - SCHEMATICS - HVAC

A M7.2 CONTROLS - SCHEMATICS - HVAC

B M7.3 CONTROLS - SCHEMATICS - HVAC

A M8.0 SCHEDULES - HVAC

A M8.1 SCHEDULES - HVAC

M9.0 DETAILS - HVAC

A M9.1 DETAILS - HVAC

A M9.2 DETAILS - HVAC

ELECTRICAL

E0.0 SYMBOLS AND ABBREVIATIONS - ELECTRICAL

E0.1 SITE PLAN - ELECTRICAL

C E1.0 RCAC KITCHEN PLANS - ELECTRICAL

C E1.1 NEW WORK KITCHEN PLANS - ELECTRICAL

E2.0 FIRST FLOOR PLAN - LIGHTING - OVERALL

E2.0A FIRST FLOOR PLAN - AREA A - LIGHTING

C E2.0B FIRST FLOOR PLAN - AREA B - LIGHTING

C E2.0C FIRST FLOOR PLAN - AREA C - LIGHTING

E2.1A FIRST FLOOR PLAN - AREA A - POWER

E2.1B FIRST FLOOR PLAN - AREA B - POWER

E2.1C FIRST FLOOR PLAN - AREA C - POWER

E2.2 FIRST FLOOR PLAN - SYSTEMS - OVERALL

E2.2A FIRST FLOOR PLAN - AREA A - SYSTEMS

E2.2B FIRST FLOOR PLAN - AREA B - SYSTEMS

E2.2C FIRST FLOOR PLAN - AREA C - SYSTEMS

REVISIONS

A ADDENDUM A - RCAC 06/30/2025

B ADDENDUM B - SPECIFICATIONS 07/16/2025

C ADDENDUM C 07/31/2025

D ADDENDUM D 08/08/2025

E2.3 ROOF PLAN - ELECTRICAL

E6.0 ONE-LINE DIAGRAM AND SCHEMATICS

A E8.0 SCHEDULES - PANELS

A E8.1 SCHEDULES - PANELS

A E8.2 SCHEDULES - PANELS

E8.3 ELECTRICAL DETAILS

A E8.4 SCHEDULES - EQUIPMENT AND LIGHTING

FOOD SERVICE AND EQUIPMENT

FS100 KITCHEN - LAYOUT AND PLUMBING ROUGH-INS

FS101 KITCHEN - ELECTRICAL ROUGH-INS AND BWP

FS200 PANTRY - LAYOUT AND ELECTRICAL ROUGH-INS

FS300 FOODSERVICE STORAGE - LAYOUT AND

ELECTRICAL ROUGH-INS

FS400 FOODSERVICE MEP SCHEDULE

FS500 FOODSERVICE ELEVATIONS AND DETAILS

FS600 FOODSERVICE DETAILS

FS700 EXHAUST HOOD SHOP DRAWINGS

D

DU CHIEN

LA CROSSE

PRAIRIE

EAU CLAIRE

SUPERIOR

ASHLAND

FOND DU LAC

DODGEVILLE

JANESVILLE

MADISON

WISCONSIN

RICHLAND

CENTER

DELLS

WISCONSIN

TOMAH

RAPIDS

RACINE

KENOSHA

MILWAUKEE

APPLETON

OSHKOSH

SHEBOYGAN

MANITOWOC

FALLS

WAUSAU

STEVENS POINT

RHINELANDER

PARK

GREEN BAY

ARCHITECTURAL ABBREVIATIONS LEGEND

AB

AFF

ALT

ALUM

ARCH

BRD

BLK

BOT

CB

CIP

CJ

CL

CLG

CLJ

CLR

CMU

CO

COL

CONC

CONT

CPT

CU

DBL

DF

DIM

DN

DS

DTL

DWG

EA

EC

EIFS

EL

ELEV

ENG

EQ

EXIST

EXP

EXT

FD

FND

FE

FEC

FF

FIN

FLR

- AND

- AT

- ANCHOR BOLT

- ABOVE FINISH FLOOR

- ALTERNATE

- ALUMINUM

- ARCHITECT / ARCHITECTURAL

- BOARD

- BLOCK (CMU)

- BOTTOM

- CATCH BASIN

- CAST-IN-PLACE

- CONSTRUCTION JOINT

- CENTERLINE

- CEILING

- CONTROL JOINT

- CLEAR DISTANCE

- CONCRETE MASONRY UNIT

- CASED OPENING

- COLUMN

- CONCRETE

- CONTINUOUS

- COMMON PATH OF TRAVEL

- CUBIC

- DOUBLE

- DRINKING FOUNTAIN

- DIAMETER

- DOWN

- DOWN SPOUT

- DETAIL

- DRAWING

- EACH

- ELECTRICAL CONTRACTOR

- EXTERIOR INSULATION FINISH SYSTEM

- ELEVATION

- ELEVATOR

- ENGINEER

- EQUAL

- EXISTING

- EXPANSION

- EXTERIOR

- FLOOR DRAIN

- FOUNDATION

- FIRE EXTINGUISHER

- FIRE EXTINGUISHER CABINET

- FINISH FLOOR

- FINISH

- FLOOR

FND

FOM

FOS

FTG

FUT

FV

GA

GALV

GB

GC

GYP

HC

HM

HORIZ

HT

HVAC

HR

ID

I.F.

INSUL

INT

JBE

JT

L

LAM

LVL

MAX

MBW

MFG

MIN

MO

MTL

NIC

NOM

NTS

NO

OC

OD

O.F.

OH

OPCI

OPOI

OPNG

OPP

- FOUNDATION

- FACE OF MASONRY

- FACE OF STUD

- FOOTING

- FUTURE

- FIELD VERIFY

- GAUGE

- GALVANIZED

- GRAB BAR

- GENERAL CONTRACTOR

- GYPSUM

- HVAC CONTRACTOR

- HOLLOW METAL

- HORIZONTAL

- HEIGHT

- HEATING, VENTILATION & AIR CONDITIONING

- HOUR

- INSIDE DIAMETER

- INSIDE FACE

- INSULATION

- INTERIOR

- JOIST BEARING ELEVATION

- JOINT

- STEEL ANGLE DESIGNATION

- LAMINATE

- LAMINATED VENEER LUMBER

- MAXIMUM

- MASONRY BEARING WALL

- MANUFACTURER

- MINIMUM

- MASONRY OPENING

- METAL

- NOT IN CONTRACT

- NOMINAL

- NOT TO SCALE

- NUMBER

- ON CENTER

- OUTSIDE DIAMETER

- OUTSIDE FACE

- OVERHEAD

- OWNER PROVIDED, CONTRACTOR INSTALLED

- OWNER PROVIDED, OWNER INSTALLED

- OPENING

- OPPOSITE

PREFAB

PERIM

PC

P/C P/T

PT

PNL

PNV

R

RC

RD

REINF

REQD

RM

RNL

RNV

SCHED

SHT

SIM

SOG

SPEC

SQ

SS

STL

STR

THK

TOL

TOP

TP

TS

TYP

TOW

UL

UNO

VB

VERT

VIF

W W/ W/O

WC

WD

WRB

WWF

- PREFABRICATED

- PERIMETER

- PLUMBING CONTRACTOR

- PRECAST / PRESTRESSED

- POST TENSIONED

- PRESSURE TREATED

- PROVIDED NATURAL LIGHT

- PROVIDED NATURAL VENTILATION

- RADIUS

- RESILIENT CHANNEL

- ROOF DRAIN

- REINFORCING

- REQUIRED

- ROOM

- REQUIRED NATURAL LIGHT

- REQUIRED NATURAL VENTILATION

- SCHEDULE

- SHEET

- SIMILAR

- SLAB ON GRADE

- SPECIFICATION

- SQUARE

- STAINLESS STEEL

- STEEL

- STRUCTURAL

- THICKNESS

- TOP OF LEDGE ELEVATION

- TOP OF PIER ELEVATION

- TOILET PAPER DISPENSER

- (SEE HIGH STRENGTH STEEL

DESIGNATION)

- TYPICAL

- TOP OF WALL ELEVATION

- UNDERWRITERS LAB

- UNLESS NOTED OTHERWISE

- VAPOR BARRIER

- VERTICAL

- VERIFY IN FIELD

- WIDTH

- WITH

- WITHOUT

- WATER CLOSET

- WOOD

- WEATHER RESISTANT BARRIER

- WELDED WIRE FABRIC

WALL SECTION/

DETAIL REFERENCE

DETAIL / SECTION

NUMBER

SHEET

NUMBER

DETAIL

NUMBER

SHEET

NUMBER

WALL TYPE

DESIGNATION

SOUND

ATTENUATION

INSULATION

(IF APPLICABLE)

WALL RATING

(IF APPLICABLE)

SHEET

NUMBER

ELEVATION

NUMBER

REVISION NUMBER

AND CLOUD

STRUCTURAL

GRID LINE

DETAIL

REFERENCE

WALL

TYPES

DOOR

NUMBER

FLOOR

ELEVATION

MARKER

KEYNOTE

MARKERINTERIOR

ELEVATIONS

WINDOW TYPE

REFERENCE

ELEVATION

REFERENCE

STRUCTURAL

GRIDLINE

BUILDING

SECTION

REFERENCEROOM NAME

100'-0"

H 1t

S 1

1A

S 1

PROJECT

LOCATION -

CEDARBURG, WI

STATE MAP

VICINITY MAP PROJECT LOCATION -

LASATA SENIOR

LIVING CAMPUS,

CEDARBURG, WI

LASATA

CARE

CENTER

LASATA

HEIGHTS

PROJECT/BUILDING DATA

BUILDING AREAS

NEW CBRF BUILDING AREA = 15,668 GSF - SEPARATE SUBMITTAL

EXISTING RCAC WORK AREA = 1,950 GSF

FIRST FLOOR

KITCHEN = 1,245 GSF

UNIT = 460 GSF

THIRD FLOOR

SPA & ROOFTOP = 245 GSF

EXISTING BUILDING HEIGHT (NO CHANGE)

EXISTING NUMBER OF STORIES (NO CHANGE)

EXISTING OCCUPANCY (NO CHANGE)

EXISTING CONSTRUCTION TYPE - TYPE 5A (NO CHANGE)

BUILDING IS FULLY SPRINKLERED NFPA13 (NO CHANGE)

NOTE TO REVIEWER

- THIS SUBMITTAL IS FOR A LEVEL 2 ALTERATION TO THE EXISTING LASATA

HEIGHTS RCAC BUILDING. THIS PROJECT IS PART OF AN OVERALL PROJECT

INCLUDING CONSTRUCTION OF A NEW CBRF THAT CONNECTS TO THE

EXISTING LASATA HEIGHTS BUILDING. THE CBRF AND RCAC PROJECTS ARE

PART OF A SINGLE DRAWING SET, BUT SUBMITTED TO DHS SEPARATELY.

THIS SUBMITTAL INCLUDES THE LIMITED SELECTION OF DRAWINGS

RELATING TO THE RCAC WORK AS WELL AS ADDITIONAL DRAWINGS FOR

PLAN REVIEWER REFERENCE THAT ARE NOT LISTED IN THE SHEET LIST OR

INCLUDED IN THE FOR CONSTRUCTION SET.

SCOPE OF RCAC REVIEW:

- MODIFY UNIT R116 AND R117 AT THE CONNECTION TO THE NEW CBRF

BUILDING.

- KITCHEN AND DINING ROOM ALTERATION.

- ADDITION OF ROOFTOP MECHANICAL EQUIPMENT PLATFORM FOR MAKEUP

AIR AND EXHAUST FAN.

- ADD MAINTENANCE ROOF ACCESS DOOR TO 3RD FLOOR SPA ROOM R332.

RCAC KITCHEN AREA WORK

AREA = 1,245 SF

RCAC 3RD FLOOR SPA = 245 SF;

SEE A5.4 & A5.5

KEY PLAN

LASATA CROSSINGS;

EXISTING RCAC BUILDING

PART OF SEPERATE

SUBMITTAL NEW

CBRF BUILDING

N

RCAC UNIT

MODIFICATION; SEE A5.6

WORK AREA = 460 SF

NEW CBRF -

SEPERATE SUBMITTAL

EXISTING RCACPROJECT 3D OVERVIEW

6515 Grand Teton Plaza, Suite 120, Madison, Wisconsin 53719

GENERAL

D G0.1 COVER SHEET

A G-0.2 RCAC AREA OF WORK KEY PLANS

G0.2 GENERAL ACCESSIBILITY REQUIRMENTS

C G1.1 CODE COMPLIANCE PLAN

C G1.2 CODE COMPLIANCE PLAN (LIGHT AND VENT)

CIVIL

C1.0 SITE PLAN

C1.1 EMERGENCY ACCESS PLAN

C2.0 SITE GRADING PLAN

C3.0 SITE UTILITY PLAN

C3.1 PUBLIC WATER MAIN PLAN

C4.0 SITE EROSION CONTROL PLAN

C5.0 SITE DETAILS

LSP1.0 GENERAL NOTES, SITE INFO, & PLANT MATERIAL

TABLES

LSP1.1 PROPOSED LANDSCAPE PLAN

LSP1.2 PROPOSED LANDSCAPE PLAN, PLANTING

DETAILS

V1.0 EXISTING CONDITIONS MAP

STRUCTURAL

S0.1 STRUCTURAL NOTES

A S0.2 STRUCTURAL SCHEDULES

S1.0 OVERALL FOUNDATION PLAN

S1.1 FOUNDATION PLAN - AREA A

S1.2 FOUNDATION PLAN - AREA B

S1.3 FOUNDATION PLAN - AREA C

S3.0 OVERALL ROOF FRAMING PLAN

A S3.1 ROOF FRAMING PLAN - AREA A

S3.2 ROOF FRAMING PLAN - AREA B

S3.3 ROOF FRAMING PLAN - AREA C

A S3.4 PLANS & DETAILS AT EXISTING KITCHEN

A S4.1 DINING ROOM MECH PLATFORM SECTIONS

S5.1 FOUNDATION DETAILS

S5.2 FOUNDATION DETAILS

A S5.3 FOUNDATION DETAILS

S6.1 MASONRY DETAILS

A S8.1 MECH PLATFORM STEEL DETAILS

S9.1 WOOD DETAILS

S9.2 WOOD DETAILS

S9.3 WOOD DETAILS

ARCHITECTURAL

D A1.1 FIRST FLOOR OVERALL PLAN

C A1.1A FIRST FLOOR PLAN_AREA A

A1.1B FIRST FLOOR PLAN_AREA B

C A1.1C FIRST FLOOR PLAN_AREA C

A1.2 ROOF PLAN

A2.0 EXTERIOR ELEVATIONS

A2.1 EXTERIOR ELEVATIONS

A3.0 BUILDING SECTIONS

A3.1 BUILDING SECTIONS

A3.2 BUILDING SECTIONS

A3.3 WALL SECTIONS

A3.4 EXTERIOR STAIR AND RAMP SECTIONS

A4.1 FIRST FLOOR REFLECTED CEILING PLAN

C A5.0 UNIT FLOOR PLANS

A A5.2 ENLARGED RAMP CONNECTION FLOOR PLANS &

DETAILS

A5.3 ENLARGED CANOPY PLANS & DETAILS

A A5.4 RCAC ENLARGED PLANS AND DETAILS

A A5.5 RCAC ENLARGED PLANS AND DETAILS

A A5.6 RCAC ENLARGED PLANS AND DETAILS

A6.0 ASSEMBLY TYPES

A A6.1 ASSEMBLY TYPES

D A6.2 DOOR SCHEDULES

D A6.3 WINDOW TYPES & ELEVATIONS

A6.4 WINDOW AND DOOR DETAILS

D A7.0 INTERIOR ELEVATIONS

D A7.1 INTERIOR ELEVATIONS

A8.0 DETAILS

A8.1 DETAILS

A8.2 DETAILS

A8.3 TRASH ENCLOSURE PLAN

D A9.0 FINISH SCHEDULE AND FINISH LIST

A9.1A FIRST FLOOR FINISH PLAN AREA A

A9.1B FIRST FLOOR FINISH PLAN AREA B

A9.1C FIRST FLOOR FINISH PLAN AREA C

FIRE PROTECTION

F0.0 SYMBOLS, ABBREVIATIONS AND NOTES - FIRE

PROTECTION

F1.0 RCAC KITCHEN PLAN - FIRE PROTECTION

F2.0 FIRST FLOOR PLAN - FIRE PROTECTION

PLUMBING

P0.0 SYMBOLS AND ABBREVIATIONS - PLUMBING

C P1.0 RCAC KITCHEN PLANS - PLUMBING

C P1.1 NEW WORK KITCHEN PLANS - PLUMBING

P2.0 UNDERFLOOR PLAN - PLUMBING

P2.0A UNDERFLOOR PLAN - AREA A - PLUMBING

P2.0B UNDERFLOOR PLAN - AREA B - PLUMBING

P2.0C UNDERFLOOR PLAN - AREA C - PLUMBING

P2.1 FIRST FLOOR PLAN - PLUMBING

P2.1A FIRST FLOOR PLAN - AREA A - PLUMBING

P2.1B FIRST FLOOR PLAN - AREA B - PLUMBING

P2.1C FIRST FLOOR PLAN - AREA C - PLUMBING

P2.2 ROOF PLAN - PLUMBING

P3.1 ENLARGED PLANS - PLUMBING

P4.0 WASTE AND VENT ISOMETRIC - AREA A -

PLUMBING

P4.1 WASTE AND VENT ISOMETRIC - AREA B -

PLUMBING

P4.2 WASTE AND VENT ISOMETRIC - AREA C -

PLUMBING

P4.3 DOMESTIC WATER ISOMETRIC - AREA C -

PLUMBING

P4.4 DOMESTIC WATER ISOMETRIC - AREA B -

PLUMBING

P4.5 DOMESTIC WATER…