Item 700 No. 4 with...SA – Upstream of volume boxes (VBR, VB) Flexible 2” Y SA – Exposed round...

Southeast Community College - Lincoln 12/12/16

Culinary Hospitality Remodel and Addition

Lincoln, Nebraska

TCEP Project No.: 143-042-15

ADDENDUM NO. 4 ADD4-1

ADDENDUM NO. 4 The Architect/ Engineer issues this addendum, applicable to the above named project, to all known Contractors before receipt of proposal. This addendum includes Item Number 4-1 thru 4-32. This addendum item shall be fully incorporated into the Bidding/Contract Documents and have the same force and effect as though originally included. The Bidder shall acknowledge receipt of this Addendum No. 4 on the Bid Proposal Form in the place provided.

GENERAL

Item 4-1: Questions from Pre-Bid Meeting

Question: Contractor Parking?

Answer: Contractor parking will be available in north lot. Requires registration and parking sticker.

Question: Staging?

Answer: Staging area near the Culinary area to be determined at Pre-Construction conference.

Question: Hours of Operation?

Answer: Normal Southeast Community College working hours are 7:00 am to 5:00 pm. Southeast Community College is open on Saturdays, extended hours available with prior notice.

Question: Award of Contract?

Answer: Board to review bids on December 20, 2016. Time period for discussion to be determined but construction expected to commence by February 1, 2017.

Question: Noise Concerns?

Answer: Noise expected given the nature of the project but will require coordination.

Item 4-2: Pre-Bid Meeting

Attached is the Pre-Bid Meeting Sign-In Sheet.

Item 4-3: Section 00 42 00 – Bid Form This section has been revised and reissued in its entirety as part of this Addendum.

Item 4-4: Section 01 23 00 – Alternates This section has been added in its entirety as part of this Addendum.

ARCHITECTURAL

Specification

Item 4-5: Section 07 27 26 – Fluid-Applied Membrane Air Barriers

Refer to Paragraph 2.3.A.1; TK: AirMax 2104 Vapor Permeable is an approved

manufacturer/product.



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Item 4-6: Section 09 84 33 – Sound Absorbing Wall Units

This section has been revised and reissued in its entirety as part of this Addendum.

Section was issued in the original specification as 09 84 33 “Sound Absorbing Wall Units” and in Addendum No. 2 as 09 84 33 “Acoustical Wall Panels”, the attached section replaces both sections in their entirety.

Drawings

Item 4-7: Sheet G8.11 – Code Compliance Plan Incorrect general information and items within the code item table has been corrected.

Item 4-8: Sheet A8.01 – First Floor Demolition Plan

Revised demo key notes references and text. Refer to attached revised sheet.

Item 4-9: Sheet A8.10 – First Floor Plan

Section and plan detail references added to drawing. Refer to attached revised sheet.

Item 4-10: Sheet A8.53 – Dining Room Enlarged Plan and Interior Elevations

Detail 1: Revised Host Station casework; Detail 2: Revised note referencing upholstery

fabric wall panels; Detail 3: Revised Host Station casework. Refer to attached revised sheet.

Item 4-11: Sheet A8.54 – Dining Room Interior Elevations Revised Detail 3 and added Details 8, 9, 10, 11, 12. Refer to attached revised sheet.

STRUCTURAL

Drawings

Item 4-12: Sheet S8.02 – Partial Roof Framing Plan

The sheet has been re-issued in its entirety. See revisions attached.

FOOD SERVICE

Item 4-13: Sheet FS1.05 – Kitchen Equipment Schedule and Section 11 40 00 – Food Service

Equipment

a. Item 501 shall be changed to Wells Model RW-26-HD, freestanding drawer warmer.

All accessories and utilities remain as originally specified. b. Item 819 is a spare number.

c. The quantity of Item 713 shall change to 9.

d. The quantity of Item 714 shall change to 10.

e. The quantity of Item 715 shall change to 1.



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Specification

Item 4-14: Section 11 40 00 – Food Service Equipment

The cut sheets for Items 804 and 835 are incorrect. They are correctly identified in the written spec. and the Food Service Equipment Schedule.

Item 605 – Unit shall be furnished as 120/208-240(3W)/60/1

Item 700 – Quantities of the last two items shall be revised as such:

(32) 2460NC Super Erecta 24” x 60” wire shelves in chrome finish

(8) 2460FS Super Erecta 24” x 60” solid stainless shelves, to be installed as the bottom shelf on all units.

Items 704, 706, 708, 709: Provide 74PK3 posts instead of the 74P posts that were specified.

Item 710 shall be revised as follows:

ITEM 710 – WIRE HIGH DENSITY SHELVING (ONE LOT) Unit shall be Metro quikTRAK™ High Density Storage System, consisting of the following components:

(1) BTEC qwikTRAK™ High Density Storage System stationary end unit kit (includes posts and hardware) in chrome finish.

(7) BTMC HD qwikTRAK™ High Density Storage System mobile unit kit (includes posts, casters and bumpers) in chrome finish.

(1) BTS18NA HD qwikTRAK™ track set, 18’ long (45) 2460NC Super Erecta 24” x 60” wire shelves in chrome finish (10) 2460FS Super Erecta 24” x 60” solid stainless shelves, to be installed as the

bottom shelf on all units.

Drawings

Item 4-15: Sheet FS1.04 – Foodservice Details

It shall be the responsibility of the Electrical Contractor to furnish and install all items listed in #2 of the Cooler/Freezer Isometric General Notes.

MECHANICAL

Specification

Item 4-16: Section 22 07 19 – Plumbing Piping Insulation

All underground domestic water piping shall be insulated with 1” cellular foam insulation.



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Item 4-17: Section 23 03 93 – Sequence of Operations Add the following section to the sequence of operations:

13. ELECTRIC SNOW MELT SYSTEM

A. The Building Management System (BMS) shall monitor operation and provide enable / disable operation to the snow melt system.

B. Coordinate with the snow melt system manufacturer the available points that can

be viewed and or controlled via the BACnet interface. C. The BMS shall run the snow melt system in an idle setting until an event is

expected. The BMS provider shall coordinate with the Snow Melt System provider the appropriate time at which to enable the system beyond the idle set point prior to an event and how long the system shall be enabled.

D. Coordinate the snow melt moisture sensor location with the supplier.

Item 4-18: Section 23 07 13 - Ductwork Insulation

Insert the revised ductwork insulation schedule. 3.3 DUCTWORK INSULATION SCHEDULE

Ductwork Application: Type: Thickness: Vapor Barrier

Required (Y/N):

COA – Rectangular & Round Ductwork Downstream of MAU’s

Flexible 2” Y

SA – Downstream of volume boxes (VBR, VB) Cellular

Liner 1-1/2” N

SA – Upstream of volume boxes (VBR, VB) Flexible 2” Y

SA – Exposed round (in occupied areas) None required unless shown on plans

RA - Exposed/concealed rectangular None required unless shown on plans

RA - Exposed/concealed round None required unless shown on plans

RA – First 10’ upstream of RTU Cellular

Liner 1/2” N

RA – Transfer Ducts and Sounds Boots Cellular

Liner 1/2” N

EA - Exposed/concealed rectangular/round None required unless shown on plans

EA – Grease duct Flexible (Grease)

(2) 1-1/2” layers Y



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Item 4-19: Section 23 25 00 – Chemical Water Treatment

There is no glycol in the heating water system, all measurable limits in the Heating Water

System as of November 28th were within an acceptable range per Jason Bishop with

Water Engineering. Remove any reference to glycol systems in the specification.

Item 4-20: Section 23 74 13 – Packaged Rooftop Units

Engineered Air is allowed to bid the Make-Up Air unit equipment and Roof Top Unit

equipment.

Drawings

Item 4-21: Sheet M8.11 – HVAC Demolition Plan Phase 3


Item 4-22: Sheet M8.12 – Piping Demolition Plan Phase 3


Item 4-23: Sheet M8.13 – First Floor HVAC Plan Phase 3


Item 4-24: Sheet M8.14 – Mechanical Roof Plan Phase 3

The sheet has been re-issued in its entirety. See location for the roof hydrant, coordinate

installation with General Contractor.

Item 4-25: Sheet M8.16 – First Floor Plumbing Plan Phase 3


Item 4-26: Sheet M8.17 – First Floor Hydronic Piping Plan Phase 3


Item 4-27: Sheet M8.18 – First Floor Fire Suppression Plan Phase 3


Item 4-28: Sheet M8.21 – Plumbing Riser Diagrams


Item 4-29: Sheet M8.24 – Mechanical Schematics and Sections




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Item 4-30: Sheet M8.25 – Mechanical Schedules

The sheet has been re-issued in its entirety.

The mixed air supplied to the space has been clarified for MAU-2,3, and 4.

Engineered Air is allowed to bid the Make Up Air Units and Roof Top Unit Equipment.

Item 4-31: Sheet M8.26 – Mechanical Schedules

The sheet has been re-issued in its entirety. RH-1 has been added to the plumbing

schedule.

ELECTRICAL

Drawings

Item 4-32: Sheet E8.0.0 Lighting Fixture Schedule

The following fixtures shall be added as equals: A Columbia #LJT24-40VLG-FSA12-EDU A1 Columbia #LJT24-40VLG-FSA12-EDU-ELL14 EXIT Dual-Lite #SESRBNEI B/BW Path #4VLBVWL-20-C9-27K-E2-W-D8-4VLBVWL-SCLP B1WBW1 Path #4VLBVWL-20-C9-27K-E2-W-D8-4VLBVWL-SCLPF-EM D Path #6VLBVWL-30-35K-E2-W-D8-6VLBVWL-SCLPF The part number for Williams Exit fixture shall be changed to EXIT/CA-R-AF-BA-EM-SDT Fixture type L1 and L2 are to be owner provided, contractor installed. Coordinate

installation with the owner’s representatives.

END OF ADDENDUM NO. 4

Southeast Community College - Lincoln 11/16


Lincoln, Nebraska


BID FORM 00 42 00 - 1

SECTION 00 42 00 - BID FORM

BID PROPOSAL FOR CONTRACT FOR

SOUTHEAST COMMUNITY COLLEGE - LINCOLN

CULINARY HOSPITALITY REMODEL AND ADDITION

LINCOLN, NE

Date: ____________ Submitted To: _______________________________________________________________ Submitted By: _______________________________________________________________ Addenda Received: ____________________________________________________________

The undersigned, having examined the plans, project manuals and related documents, and the site of the

proposed work, and being familiar with all of the conditions surrounding the construction of the proposed

project, including the availability of labor, hereby proposes to furnish all labor, materials and supplies to do

the work in accordance with the Contract Documents and terms and condition described below:

Recognizing that time will be of the essence, the undersigned proposes, upon execution of the Agreement

Between Owner and Contractor or upon receipt of notice to proceed from the Owner (whichever comes

first), to immediately start the Work of the Contract. The Agreement Between Owner and Contractor will

be executed as soon as possible after the opening and award of bids. The undersigned proposes to bring

the work to a state of Substantial Completion on or before December 15, 2017 and to state of Final

Completion on or before January 1, 2016.

Markup percentage for all changes in the work shall not exceed 10%. This shall include all overhead and

profit associated with each change. See Section 01 26 00, “Contract Modification Procedures”, for

administrative and procedural requirements for handling and processing contract modification.

Execution of Agreement: The undersigned will, within fourteen (14) days of receipt of notice of acceptance

of this proposal, enter into agreement with the Owner on the Owner’s agreement form and will deliver the

required Performance Bond and Labor and Materials Payment Bond.

TOTAL PRICE: The undersigned proposes to perform the Work shown/described in the bidding

documents for the sum of:

___________________________________________________________________________________

________________________________________________ Dollars ($___________________________).



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BID FORM 00 42 00 - 2

ALTERNATES:

1. Alternate No. L-1 – Provide and install an electronically heated and controlled concrete slab snow-melt system. See Section 01 23 00 Alternates.

(Alternate No. L-1): _______________________________________, $______________) UNIT PRICES:

Unit Price No. 1 – Bruck Lighting Shade No. 1 Candle – Color 642 White.. See Section 01 22 00 Unit Prices.

(Unit Price No. 1): _______________________________________, $_________/EA)

Unit Price No. 2 – Bruck Lighting Shade No. 2 Matrix – Color 905 Smokey Metal. See Section 01 22 00 Unit Prices.

(Unit Price No. 2): _______________________________________, $_________/EA)

Unit Price No. 3 – Bruck Lighting Shade No. 3 Bobo 1 – Color 909 Clear. See Section 01 22 00 Unit Prices.

(Unit Price No. 3): _______________________________________, $_________/EA)

Unit Price No. 4 – Bruck Lighting Shade No. 4 Tara – Color 941 White. See Section 01 22 00 Unit Prices.

(Unit Price No. 4): _______________________________________, $_________/EA)

Unit Price No. 5 – Bruck Lighting Shade No. 5 Rainbow 1 – Color 719 Clear. See Section 01 22 00 Unit Prices.

(Unit Price No. 5): _______________________________________, $_________/EA)

Unit Price No. 6 – Bruck Lighting Shade No. 6 Mini Ciro – Color 830 White. See Section 01 22 00 Unit Prices.

(Unit Price No. 6): _______________________________________, $_________/EA)

Unit Price No. 7 – Provide 60 minute fire resistance rated aluminum frame and glazing assembly in lieu of proposed aluminum frame systems ALF-100 and ALF-101. See Section 01 22 00 Unit Prices.

(Unit Price No. 7): _______________________________________, $_________/SF)



Lincoln, Nebraska


BID FORM 00 42 00 - 3

Respectfully Submitted,

_____________________________________

(Signature)

_____________________________________

(Company)

_____________________________________ (Seal, if by a Corporation)

(Business Address)

_____________________________________

(Telephone Number)

END OF SECTION 00 42 00



Lincoln, Nebraska


ALTERNATES 01 23 00- 1

SECTION 01 23 00 - ALTERNATES

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section includes administrative and procedural requirements for alternates.

1.3 DEFINITIONS

A. Alternate: An amount proposed by bidders and stated on the Bid Form for certain work defined in the bidding requirements that may be added to or deducted from the base bid amount if Owner decides to accept a corresponding change either in the amount of construction to be completed or in the products, materials, equipment, systems, or installation methods described in the Contract Documents.

1. Alternates described in this Section are part of the Work only if enumerated in the Agreement.

2. The cost or credit for each alternate is the net addition to or deduction from the Contract Sum to incorporate alternate into the Work. No other adjustments are made to the Contract Sum.

1.4 PROCEDURES

A. Coordination: Revise or adjust affected adjacent work as necessary to completely integrate work of the alternate into Project.

1. Include as part of each alternate, miscellaneous devices, accessory objects, and similar items incidental to or required for a complete installation whether or not indicated as part of alternate.

B. Notification: Immediately following award of the Contract, notify each party involved, in writing, of the status of each alternate. Indicate if alternates have been accepted, rejected, or deferred for later consideration. Include a complete description of negotiated revisions to alternates.

C. Execute accepted alternates under the same conditions as other work of the Contract.



Lincoln, Nebraska


ALTERNATES 01 23 00- 2

D. Schedule: A schedule of alternates is included at the end of this Section. Specification Sections referenced in schedule contain requirements for materials necessary to achieve the work described under each alternate.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 SCHEDULE OF ALTERNATES

A. Alternate No. L-1: Provide the cost to provide and install an electronically heated and controlled concrete slab snow-melt system as indicated by ALTERNATE:L-1 on drawings L1.00 and E8.2.1.




Lincoln, Nebraska


SOUND ABSORBING WALL UNITS 09 84 33 - 1

SECTION 09 84 33 – SOUND ABSORBING WALL UNITS

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section Includes:

1. Acoustical Wall Panels—Sound Absorbing Wall Units. 2. Pre-fabricated fabric-covered acoustical wall panel systems.

B. Drawings, the provisions of the Agreement, the General Conditions, and Division 01 specification sections apply to all work of this Section.

1.3 REFERENCES

A. ASTM C423 Standard Test Method for Sound Absorption and Sound Absorption Coefficients by the Reverberation Room Method.

B. ASTM E84 Standard Test Method for Surface Burning Characteristics of Building Materials.

C. ASTM E795 Standard Practices for Mounting Test Specimens During Sound Absorption Test.

D. ASTM D5116 Standard Guide for Small‐Scale Environmental Chamber Determinations of Organic Emissions form Indoor Material/Products.

1.4 ACTION SUBMITTALS

A. Product data for each type of product specified including installation instructions and recommendations for maintenance.

B. Samples for Verification:

1. Submit (3) samples 6 inches (150mm) square of each type of panel specified. 2. Panel Fabric Samples: Three 8” x 11” fabric samples in each panel fabric/color as

specified for final use.



Lincoln, Nebraska



C. Quality Assurance/Control Submittals: Submit the following:

1. Test Reports: Upon request, submit product acoustic reports and fire test reports. Attach independent laboratory test results showing that the products supplied as components and complete assemblies, meet or exceed the specified requirements.

D. Sustainable Material Submittals:

1. AWP-1: For adhesives containing low VOC’s, submit documentation for Low‐emitting materials – Adhesives and Sealants, Indicating:

a. Description of product. b. Manufacturer/vendor, c. Cut sheet showing VOC is less than 70 (g/l less water) (Multipurpose Construction

Adhesive) and chemical components.

1.5 QUALITY ASSURANCE

A. Surface Burning Characteristics: Panels will meet ASTM E 84 for Class A products. Flame spread of 25 or less and smoke developed of 450 or less.

B. Acoustical Characteristics: Provide wall panels with acoustical absorption in accordance with ASTM C-423 (Type “A” mounting as defined by ASTM 3-795).

C. AWP-2: Pre-fabricated Acoustical Wall Panels. Metal Edges on panels. NO hardened edges permitted,.

D. Qualifications: Utilize an installer with demonstrated experience on projects of similar size and complexity.

1.6 DELIVERY, STORAGE, AND HANDLING

A. General: Comply with Division 01 Product Requirements Section.

B. Delivery: Deliver materials in manufacturer’s original, unopened, undamaged containers with identification labels intact.

C. Packaging Waste Management.

1. Separate waste materials for reuse and recycling in accordance with section 01 74 19 – Construction Waste Management and Disposal.

2. Remove packaging materials from site and dispose of at appropriate recycling facilities. 3. Collect and separate for disposal all packaging materials for recycling. 4. Fold metal and plastic banding, flatten and place in designated area for recycling.

D. Storage and Protection: Store materials protected from exposure to harmful environmental conditions and at temperature and humidity conditions recommended by the manufacturer.



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1.7 WARRANTY

A. Manufacturer’s standard five year warranty.

PART 2 - PRODUCTS

2.1 ACOUSTICAL WALL PANELS

A. AWP-1: Polyester Acoustical Panel. The specifications are based from one manufacturer as listed below. All custom acoustical wall panels shall be purchased from a single supplier.

1. InStyle Ecoustic Panels, distributed by Unika Vaev. Matt Kopmeyer, Phone: (816) 665-

7521. Unika Vaev Phone: (800) 237-1625. 2. Or equal product if specifically approved by Architect during the bidding period. 3. Polyester Acoustical Panel:

a. Unika Vaev, Ecoustic® panel. b. Type: Panel. c. Panel Size: 8’-11” x 3’-11”. d. Felt Color: Fraster Felt—Charcoal. e. Thickness: 0.98” thick (25mm). f. Noise Reduction Coefficient .80. g. Fire Rating: Class A.

4. Adhesive: As recommended by the panel manufacturer for the substrate indicated. 5. Trim Moldings: Manufacturer’s Standard; size to match panel thickness.

B. AWP-2: Pre-fabricated fabric-covered acoustical wall panels. The specifications are based from one manufacturer as listed below. All custom acoustical wall panels shall be purchased from a single supplier.

1. Decoustics, (800) 387-3809. George Bialac, (402) 558-9349, [email protected]. 2. Or equal product if specifically approved by Architect during the bidding period.

a. Acoustical Wall Panels shall be type Decoustics Hir #1, 1-1/8” total thickness,

COM fabric-finished panels with metal edges, constructed of 6 to 7 lb./cu. ft. (96 to 112 kg./cu. m.)_density acoustically absorptive core, face laminated with a 1/8” (3mm) thick 16 -20 lb./cu. ft. (256 – 320 kg./cu. m.) high density acoustically transparent layer, and finished as detailed in this section.

b. Core shall be free of surface defects and sanded as required to a uniform thickness, which will not vary by more than +/- 0.03” (1.0 mm).

c. Panels shall be fabricated to sizes required by field dimensions supplied by the installing contractor. Panels will be fabricated using CAD-CAM robotics cutting system and will not vary from determined sizes to a tolerance of +/- 0.06” (1.6 mm) vertically and horizontally.

mailto:[email protected]



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d. Edges shall be metal, covered by panel fabric to withstand moderate impact during installation and ongoing maintenance, providing a uniform appearance. Soft, non-framed, and chemically-hardened edge treatments are not acceptable.

e. All panels shall be clearly text marked with the project I.D. number, panel number, location code, quantity of units per size, and correspond to the shop drawings or bill of materials.

f. Panels shall have noise coefficient values of the following when tested in accordance with section 1.03 of this specification.

Panel Frequency (Hz)

Type Thickness Finish 125 250 500 1000 2000 4000 NRC SAA Hir-1 1-1/8” (28 mm) COM 0.16 0.57 0.92 1.05 0.99 0.93 0.90 0.87

g. COM Panel Fabric: shall be bonded to the panel face, and returned a minimum of

one inch (25 mm) on the back of the panel. The finish shall be wrinkle free and fully tailored at corners with no exposed darting. Corners will be heat sealed. All finishes will be tested for suitability (ASTM D6207) and approved for use by the panel manufacturer prior to procurement and fabrication.

1) UF-1 Panel Fabric/Finish: Carnegie Xorel [Sales Rep: Kristin Goodman

(GoodLINES Design), Phone: (816) 777-6662. Carnegie Xorel Phone: (800) 727-6770.]

a) Xorel Monocle Embroider, 6197. Color: 752. Width: 52 inch.

Content: 100% IFR Xorel®. Backing: 100% Polyester. Repeat: 2-1/2” L, 2-1/2” W.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Inspect areas and conditions where acoustical treatment is to be installed. Notify Architect in writing of any conditions that would adversely affect the installation or subsequent effectiveness of panels. Do not proceed with installation until unsatisfactory conditions are corrected.

B. On site storage shall be such as to assure that all panels and associated materials are protected from damage, and storage area is climatically controlled to normal operational levels.

C. Panels must be stored, installed and maintained only in a secure ambient environment [Humidity min. 35% - max. 55%. Temperature not to exceed 80° F (26° C)].

D. Prior to panel installation, the site must be free of all wet and dusty trades and the climatic conditions stabilized to normal operational levels. Panels shall be allowed to stabilize on site 24 hours prior to installation.

E. Do not begin work until all unsatisfactory conditions are resolved. Beginning work constitutes acceptance of site conditions and responsibility for defective installation caused by prior observable conditions.



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3.2 PREPARATION

A. Verify that adjacent materials are secure, properly spaced, dry and ready to receive installation.

3.3 INSTALLATION

A. AWP-1: Install per manufacturer’s directions. Shim as required to achieve a smooth monolithic appearance.

B. AWP-2: Installation shall be in accordance with local code requirements, manufacturer’s instructions, and as shown on approved shop drawings, or detail sheets. Installer shall provide shimming and adjustments as required to maintain consistent alignment of joints and finished panel faces, and ensure unstressed clip/mounting locations.

1. Acoustical Wall Panel Installation shall be either by use of slide and engage clips (“Z”

clips), either into a DWC-7 anti-rattle wall clip, or into continuous wall track; or by adhesive; or magnetic mount; or hook and loop mount. Panel clips (DPC-3) and wall clips (DWC-7 or continuous wall track) shall be a minimum 20 gauge satin-coat steel with wall clips mechanically mounted to the back of the panels. All fasteners (wall anchors, screws, adhesive, etc.) are to be supplied by the installing contractor.

2. Panels must only be handled by persons wearing clean light-weight gloves. Personnel installing hardware (wall clips, screws, anchors, etc.) will not handle the panels before putting on clean light-weight gloves.

C. Install acoustical wall panels with surfaces and edges plumb and level and in alignment with other panels. Comply with manufacturer's printed instructions and as indicated in drawings for installation of panels using type of accessories as recommended by manufacturer.

D. Remove and replace panels which are damaged and are unacceptable to Architect.

E. Locate panels as shown on plans.

3.4 CLEAN UP

A. Remove all excess materials, trash and debris from the work area and dispose of legally.

3.5 PROTECTION

A. Protect finished work from damage due to subsequent construction activity on the site.


Required/Provided: Per NFPA 72Required/Provided: Per NFPA 72Required/Provided: Emergency GeneratorRequired/Provided: Emergency Generator

APPLICABLE CODES2012 - International Building Code (IBC)2009 - International Plumbing Code (IPC)2009 - International Mechanical Code (IMC)2009 - International Fire Code (IFC)2011 - National Electric Code (NEC)

ACTIVE LIFE SAFETY SYSTEMS:Fire Alarm:Smoke Detection:Exit Signs:Emergency Lighting:

OCCUPANCY/ STRUCTURAL CLASSIFICATIONBuilding of multiple expansions over the years with areas of the building that are one and two stories. Primarily a steel structure building. Existing interior walls are comprised of masonry aswell as metal stud backup walls. New interior walls will be of steel stud and gypsum board construction with extensive porcelain tile wall finishes.

PASSIVE LIFE SAFETY SYSTEMS:Corridor ratings:Stairwells:

Occupancy Separations:

See Code Compliance Plan.

None

GENERAL INFORMATIONLOCATION: Southeast Community College

8800 'O' St.Lincoln, Nebraska

REASON FOR SUBMITTAL: RenovationPROJECT DESCRIPTIONRemodel of existing Bookstore, and Classroom areas for student and faculty/staff use as a comprehensive Culinary teaching facility.The Culinary portion of the building will be fitted with anautomatic sprinkler system per NFPA 13. The system will be sized to allow expansion of the system to other areas of the building in subsequent renovations.

None in this project.

Americans With Disabilities ActAccessibility Guidelines (ADAAG)

CODE ITEM

OCCUPANCY CLASSIFICATION:

CONSTRUCTION TYPE:

INCIDENTAL USE SEPARATIONS:

BUILDING HEIGHT: (2009 IBC TABLE 503)

BLDG. SQ. FT. : (2009 IBC TABLE 503)

FIRE RESISTIVE REQUIREMENTS:

TOTAL BUILDING SQUARE FOOTAGE:MIXED USE NON-SEPARATED A3 & B

TYPE IIB

NA

ALLOWABLE

ACTUAL

2

3

ALLOWABLE PER FLOOR

ACTUAL

9,500 sf

Required/Provided: Wet SystemSuppression-Automatic:

(2009 IBC TABLE 601)

STRUCTURAL FRAME

EXT. BEARING WALLS

INT. BEARING WALLS

EXT. NON-BEARING WALLS

INT. NON-BEARING WALLS

FLOORS

ROOFS

0

0

0

0

0

0

0

FIRST FLOOR RENOVATION

TOTAL

12,000 SF

12,305 SF

20,980 sf

Fire Separations: See Code Compliance Plan.

MODIFIED PER SECTION 504.2 3

2010 - NFPA 110 - Standard for Emergency and StandbyPower Systems2009 - NFPA 90A - Installation of Air Conditioning andVentilating Systems2010 - NFPA 72 - National Fire Alarm Code2009 - NFPA 54 - National Fuel Gas Code

2007 ASHREA 90.1

2011 - NFPA 45 - Standard of Fire Protection forLaboratories Using Chemicals2010 - NFPA 20 - Standard for the Installation of StationaryFire Pumps for Fire Protection2010 - NFPA 14 Standard for the Installation of Standpipe,Private Hydrants and Hose Systems2010 - NFPA 13 Installation of Fire Sprinkler Systems

American National Standards Institute(ANSI) 117.1 Guidelines for Accessible& Useable Buildings & Facilities

Required/Provided: Per NFPA 10Fire Extinguishers:

Shafts: None in this project.

EXIT ACCESS TRAVEL DISTANCE:

COMMON PATH OF EGRESS TRAVEL

MAXIMUM DEAD-END CORRIDOR 50 feet

EGRESS WIDTH:

INTERIOR WALL & CEILING FINISH

"B" OCCUPANCY

"B" OCCUPANCY

"A" OCCUPANCY 250 feet

300 feet

"B" OCCUPANCY

"A" OCCUPANCY 75 feet

100 feet

OTHER COMPONENTS

STAIRWAYS 0.3 inches per occupant

0.2 inches per occupant

"A-3" OCCUPANCY

Exit Enclosures & Passageways

(2009 IBC TABLE 803.9)

Corridors

Rooms & Enclosed Spaces

CLASS B CLASS B

CLASS C CLASS B

CLASS C CLASS C

MODIFIED PER SECTION 506 35,525 sf

7,216 / 21,701 < 1 / 3

(2009 IBC 1509.2.2)RATIO OF PENTHOUSE AREATO ROOF AREA

FIRST FLOOR ADDITION 305 SF

SYMBOL DESCRIPTION

GENERAL FIRE PROOFING NOTES1.

2.

PIPE AND DUCT PENETRATIONS THROUGH FIRE RATED WALLS SHALL BE SLEEVED ANDSEALED WITH A UL TESTED FIRE CAULKING ASSEMBLY TO PROVIDE FIRE AND SMOKEPROTECTION TO MEET THE REQUIRED HOUR FIRE/SMOKE RATING. REFER TO THE HVACPLANS FOR LOCATIONS OF DUCT PENETRATIONS AND FIRE/SMOKE DAMPERS. REFER TOTHE PIPING PLANS FOR LOCATIONS OF PIPING PENETRATIONS. REFER TO SECTIONS 078413PENETRATION FIRESTOPPING AND 078446 FIRE-RESISTIVE JOINT SYSTEMS.

DOORS & WINDOWS: AS NOTED ON THE DRAWINGS. VERIFY WITH DOOR SCHEDULE.UNNOTED DOORS AND WINDOWS ARE NOT REQUIRED TO BE FIRE RATED.

CODE LEGEND

FEC

60MIN

124

1.

2.

3.

4.

5.

SMOKE PARTITION WALLS EXTENDING FROM FLOOR TO BOTTOM OF ROOF DECK. SEE WALLTYPES SCHEDULE FOR MATERIALS.

EXISTING 1 HOUR FIRE-RESISTANT RATING CONSTRUCTION FIRE PARTITION.

FIRE RATED DOOR ASSEMBLY. SMOKE & DRAFT CONTROL, SELF OR AUTOMATIC CLOSING.SEE DOOR SCHEDULE.

FIRE EXTINGUISHER CABINET.

ESTIMATED OCCUPANT LOAD PER EXIT.

13111098

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15

(2) 346 SFS/ME(300)

(13) 1,310 SFB(100)

(2) 307 SFK(200)

(1) 207 SFK(200)

(88) 1,306 SFA-UC(15)

(15) 220 SFA-UC(15)

(1) 189 SFK(200)

(2) 201 SFK(200)

(1) 104 SFK(200) (3) 376 SF

K(200)

(2) 142 SFB(100)

(7) 757 SFB(100)

(18) 619 SFI-4(35)

(12) 1,157 SFB(100)

24+35+160

52

340

49

340

340

39'-2 25/32" 24

35

16

14

13

7

37

2

1

8+1

1612

2+7

9

9

1+2+7+16

2

35

4

12

12

12

1

82+60+37

82

2+4

7

4

26

1113+14+2+2+1+6+9

23

9

12

12+12+12+12+21+7+55+33

82

82

82+23 5352

48+53+

101N

(1) 92 SFS/ME(300)

(12) 1,169 SFB(100)

(14) 1,299 SFB(100)

(32) 1,001 SFB(100)

(1) 352 SFS/ME(300)

(1) 62 SFS/ME(300)

(8) 137 SFB(100)

(2) 337 SFS/ME(300)

(1) 59 SFS/ME(300)

10

9

1

1

1

88+4+15

Q.5

Q.1

8.4

7.1 7.3

D1.3

D1D.2

179

FEC-2

FEC-1

FEC-1

FEC-2

(1) 31 SFS/ME(300)

DESCRIPTION PROTECTION ELEMENTSSYMBOL

EXIT - EXTERIOR

FIRE EXTINGUISHER

1 HOUR FIRE BARRIER (occupancy & incidental use)1-hour fire barrier wall construction. 3/4-hourrated door assembly.

2 HOUR FIRE BARRIER (occupancy)2-hour fire barrier wall construction. 1 1/2-hour rateddoor assembly. Fire dampers.

5

CODE SYMBOL LEGEND

SMOKE BARRIER 1-hour resistive rated walls. 20-minute doorassembly. Smoke dampers.

3 HOUR FIRE BARRIER (occupancy)3-hour fire barrier wall construction. 3-hour rateddoor assembly. Fire dampers.

4 HOUR FIRE BARRIER (occupancy)4-hour rated wall assembly. 3-hour rated doorassembly. Fire dampers.

ROOM DESIGNATION Room type / Occupancy typeMaximum Allowable Occupants

PUBLIC FIRE HYDRANT

CONF. / A350

55 EXIT - INTERIOR (assembly occ.over 50 and exits from floors.)

FIRE DEPARTMENTCONNECTION (FDC)

STANDPIPE

HOSE CABINET

HOSE CABINET WITHEXTINGUISHER

2 HOUR FIRE WALL (building separation) 2-hour fire wall construction. 1 1/2-hour rated door assembly.Fire dampers when ductwork penetration is allowed.2 2

3 HOUR FIRE WALL (building separation)3-hour fire wall construction. 3-hour rated door assembly.Fire dampers when ductwork penetration is allowed.3 3

4 HOUR FIRE WALL (building separation)4-hour fire wall construction. 3-hour rated door assembly.Fire dampers when ductwork penetration is allowed.4 4

FIRE PARTITION (dwelling / unit separations I-1& R occupancies)

1-hour resistive rated walls. 3/4-hour rated doorassembly. Fire dampers.

Accumulated occupant loads for complex exit paths.5040 90

FIRE EXTINGUISHER SPACING (radius)

# SHEET HISTORY:?

? - #

Lincoln, Nebraska1010 Lincoln Mall, Suite 200Lincoln, NE 68508-2883402 477.9291 Fax 402 477.6542

Kansas City, MissouriFairway, Kansas

Landscape Architecture

www.clarkenersen.com

Architecture

EngineeringInteriors

ISSUED

First Floor CodeCompliance Plan

G8.11

TCEP No.: 143-044-15


December 1, 2016

12/1/16 PER CONST. DOCUMENTS;PHASE 3, PROJECT 8

Phase 3, Project 8Culinary Remodel

SCC - MiscellaneousRemodel Projects

SCALE: 1/8" = 1'-0"

FIRST FLOOR PLAN - CODE COMPLIANCE

OCCUPANCY KEY SCHEDULE

Occupancy Occupancy ClassificationFLOOR AREA PER

OCCUPANTA-UC(15) Assembly Un-Concentrated 15 SFB(100) Business 100 SFK(200) Kitchen - Commercial 200 SFLKR(50) Locker Room 50 SFS/ME(300) Accessory Storage Area /

Mechanical Room300 SF

A - 08.2 12/5/16 PER ADDENDUM #08.2A - 08.4 12/12/16 PER ADDENDUM #08.4

60MIN

60MIN

FEC NOTE:FIRE EXTINGUISHERS ARE NOTED AS FEC-1 OR FEC-2 AND ARE TO BE PROVIDED WITH JL INDUSTRIES COSMIC 10-E GENERALPURPOSE EXTINGUISHER OR EQUIVALENT. BASIS OF DESIGN IS AS FOLLOWS.

FEC-1 IS TO BE JL INDUSTRIES AMBASSADOR SERIES RECESSED FIRE EXTINGUISHER CABINET MOD 1015 OR EQUIVALENT.

FEC-2 IS TO BE JL INDUSTRIES AMBASSADOR SERIES SEMI-RECESSED FIRE EXTINGUISHER CABINET MOD. 1017 OR EQUIVALENT.

08.4A

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D1

D1

D2D1

D1

D1

D1

D1

D1D1

D1

D2D1

D1

D1

D2

D2

D1

D1D1

D2D2

D1 D1 D1 D1

A1A1

A1

A1

A1

A1

A1

A1

A1

A1

A1

A1

A1A1A1

A1

D1

A2

A2

A2

A2A2

A2A2

A2

A2

A2

A2

A2

A2

A3

A4

A2

A2

A2

A4

A4

A4

A4

A4

A4

A4A4

A4 A4

A4

A4

A4A4

A4

A4A4

A4

A4

A4

A4

A4

A4

A4

A4

A4

A4

A4

A4

A4

A4

A4

A4

A4

A4

A4

39'-5 3/8" 26'-0 1/2"

A2

B2

B1

B1

B1

B1

B1

B1

B1

B3

B1

B1

B1

B1

B1

VE

RIF

Y D

EM

O E

XT

EN

TS

35'-6

5/8

"59

'-9"

VERIFY EXTENTS W/ EQUIP. PROVIDER

20'-5"

VE

RIF

Y E

XT

EN

TS

W/ E

QU

IP. P

RO

VID

ER

17'-5

"

B3

B3

N

W.I.F. / W.I.C.

D2

EXG CLASSRM

D10

E.L. CLASSRM.

D8

OFFICE

D9.1

STORE RM

D8B

STORE RM

D8B.1

OPEN OFFICE

D9

WAIT

D5E

SALES COUNTER

E67

BOOKSTORE

D1

CAMPUSOFFICE

F1

BOOKSTORE

D1A

CLASSROOM

D2

BOOKSTORE

D1C

ROOM

D5

ROOM

D7ROOM

D6

ROOM

D5B

ROOM

D6A

BOOKSTORE

D1

CLASSROOM

D3

CLASSROOM

D4

BOOKSTORE

D1B

ROOM

D3A

36'-6 5/8" 6'-0" 4'-0" 6'-0" 4'-0" 5'-8" 3'-10" 7'-4" 8'-6" 8'-0" 19'-4 7/8" 8'-0" 8'-8" 6'-0" 2'-10"

Q.5

Q.1

8.47.1 7.3

DEMOLITION NOTE:DASHED LINES REPRESENTAPPROX. AREAS OF UNDER FLOORPIPING. HATCHED AREA EQUALSAPPROX. 4850 SQUARE FEET.VERIFY EXTENTS OF DEMOLITIONOF EXST. C.I.P. CONC. FLOOR ANDFINISHES WITH MECH. / ELEC.CONSTRUCTION AND DEMOLITIONREQ'S. AT CONTRACTORS OPTION,FLOOR DEMOLITION MAY BESELECTIVE OR BROAD BASED.

EXISTING ROOMS NOTIN PROJECT SCOPEEXCEPT AS NOTED

EXISTING ROOMS NOTIN PROJECT SCOPE

COORDINATE REMOVAL OF EXST. TERRAZZOW/ INSTALLATION OF NEW FLOOR FINISHES.SEE FLOOR AND FINISH PLANS ADDITIONALINFORMATION. HATCHED AREA EQUALSAPPROX. 1475 SQUARE FEET ANDOVERLAPS OTHER FLOOR DEMOLITIONAREAS.

C1

C2

C2

A5A6

A1

A3 A1A1

B3

B2

C1

C1

C1

C1

C1

C1

C1

C1

A2

A2

A2

2

A8.12

10

A8.54

C2

C2

G1

G2

G2

G2

G2 G2

G2

G2

08.4A

08.4A

08.4A

08.4A

08.4A

08.4A

08.4A

08.4A

08.4A

08.4A

THE CONTRACTOR AND SUBCONTRACTORS SHALL FIELD VERIFY ALLDIMENSIONS AND EXISTING CONDITIONS PRIOR TO BIDDING TODETERMINE TOTAL QUANTITIES AND SCOPE OF WORK. ANYDEVIATIONS IN THE EXISTING CONDITIONS OR DIMENSIONSINDICATED SHALL BE COORDINATED WITH THE ARCHITECT/ENGINEERAND OWNER IN ORDER TO MODIFY THE PLANS ACCORDINGLY.

PRIOR TO BEGINNING DEMOLITION, CONTRACTOR SHALL CONFERWITH LOCAL JURISDICTION(S) AND GOVERNING CODE OFFICIAL(S) ONTHE NEED OF DUSTPROOF AND/OR FIRE RESISTANT TEMPORARYPARTITION WALL(S)(DETAILED ON A0.00 – WALL TYPE SCHEDULE &DETAILS & SPECIFICATIONS 01 50 00-TEMPORARY FACILITIES ANDCONTROLS) CONSTRUCTION , LOCATION, MAINTENANCE ANDTEMPORARY SIGNAGE BETWEEN CONSTRUCTION AND OCCUPIEDAREAS DURING THE CONSTRUCTION PERIOD.

PRIOR TO BEGINNING DEMOLITION, CONTRACTOR SHALL CONFERWITH THE LOCAL DEPARTMENT AND/OR BUILDING USERS TOSCHEDULE DISRUPTION OF DAILY ACTIVITIES.

IN THE EVENT THE CONTRACTOR ENCOUNTERS ON THE SITE,MATERIAL REASONABLY BELIEVED TO BE ASBESTOS, LEAD-BASEDPAINT, OR ANY OTHER HAZARDOUS MATERIAL WHICH HAS BEENRENDERED HARMLESS, THE CONTRACTOR SHALL IMMEDIATELY STOPWORK IN THE AREA AFFECTED AND REPORT THE CONDITION TO THEOWNER AND ARCHITECT IN WRITING. THE WORK IN THE AFFECTEDAREA SHALL NOT THEREAFTER BE RESUMED EXCEPT BY WRITTENAGREEMENT OF THE OWNER AND CONTRACTOR.

PURSUANT TO THE FEDERAL OSHA EMPLOYEE RIGHT-TO-KNOW ACT,THE CONTRACTOR IS HEREBY ADVISED THAT A POTENTIAL FOR LEADHAZARD EXISTS. LEAD PAINT CAN BE PRESENT ON OLDER PAINTEDSURFACES. THE CONTRACTOR IS ADVISED THAT HE/SHE ISRESPONSIBLE TO COMPLY WITH THE FEDERAL STANDARDS FOR LEADPAINT IN THE CONSTRUCTION INDUSTRY THAT WAS ADOPTED IN JUNEOF 1993 BY OSHA.CFR 29 PART 1926.62. THESE REGULATIONSREQUIRE THE CONTRACTOR TO DEVELOP WORK STRATEGIES WHENWORKING WITH LEAD TO MINIMIZE AND PROTECT WORKERS FROMLEAD HAZARDS.

THE CONTRACTOR SHALL COORDINATE ALL DEMOLITION PLANS WITHPROPOSED SITE, FLOOR, REFLECTED CEILING, INTERIOR FINISH,MECHANICAL, AND ELECTRICAL PLANS FOR ADDITIONAL DEMOLITIONINFORMATION.

THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING EXITINGREQUIREMENTS BETWEEN CONSTRUCTION AND OCCUPIED AREASDURING THE CONSTRUCTION PERIOD AS REVIEWED WITH CODEOFFICIALS.

THE CONTRACTOR IS RESPONSIBLE FOR PRODUCING WEATHERTIGHT CONSTRUCTION. THE EXISTING BUILDING SHALL BEPROTECTED FROM WEATHER AT ALL TIMES. OPENINGS ANDPENETRATIONS SHALL BE PROTECTED WITH DURABLE, INSULATEDTEMPORARY CONSTRUCTION. COORDINATE SECURITYREQUIREMENTS WITH THE OWNER.

THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ANDMAINTAINING AN ENCLOSED AND SECURE CONSTRUCTION AREAPROVIDING SECURITY LOCKING ENTRANCES TO PREVENTUNAUTHORIZED ENTRANCE, VANDALISM, THEFT, AND SIMILARVIOLATIONS OF SECURITY. CONSTRUCTION AREA SHALL BESECURELY LOCKED DURING NON-WORKING HOURS.

1.

2.

3.

4.

5.

6.

7.

8.

9.

GENERAL DEMOLITION NOTESTHE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALLEXISTING MATERIALS TO REMAIN. DAMAGE TO EXISTING MATERIALSTO REMAIN THAT OCCURS FROM WORK UNDER THIS CONTRACTSHALL BE THE CONTRACTORS FULL RESPONSIBILITY TO RESTORE TOITS ORIGINAL CONDITION OR BE REPLACED.

THE CONTRACTOR SHALL COORDINATE BETWEEN ALL TRADES ANDPERFORM ALL DEMOLITION REQUIRED TO FACILITATE INSTALLATIONOF NEW WORK WITHIN EXISTING CONDITIONS, WHETHERSPECIFICALLY INDICATED WITHIN DEMOLITION PLANS/NOTES OR NOT.

THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IF DEMOLITIONWORK APPEARS TO AFFECT THE STRUCTURAL INTEGRITY OF THEEXISTING BUILDING BEFORE PROCEEDING.

THE CONTRACTOR SHALL NOT REMOVE OR MODIFY EXISTINGSTRUCTURE (INCLUDING KICKERS AND CROSS BRACING), UNLESSSPECIFICALLY NOTED.

ALL AREAS OF CONSTRUCTION WORK, PRODUCTS AND EQUIPMENTSHALL BE KEPT CLEAN AND SAFE. CLEAN AREAS OF WORK UPONCOMPLETION AND DISPOSE OF DEBRIS DAILY.

ALL WALLS INDICATED TO BE REMOVED SHALL BE REMOVED IN THEIRENTIRETY INCLUDING BUT NOT LIMITED TO ALL ELECTRICAL OUTLETS,SWITCHES AND CONDUITS, TELEPHONE OUTLETS, WIRING,MECHANICAL PIPING, BASES AND PLUMBING, ETC. WIRING, PLUMBINGAND DUCTS BEING REMOVED SHALL BE REMOVED BACK TO MAINS ORJUNCTIONS.

THE CONTRACTOR SHALL BE RESPONSIBLE TO PATCH, REPAIRAND/OR RECONSTRUCT EXISTING FIRE, SMOKE OR SOUND RATEDASSEMBLIES WITH SIMILAR CONSTRUCTION AND MATERIALS WHEREDEMOLITION OF MATERIALS OR PENETRATIONS BEING REMOVED,PASS THROUGH AN EXISTING RATED ASSEMBLY AS REQUIRED BYLOCAL JURISDICTION, CODES OR CODE OFFICIALS WHETHERINDICATED ON PLANS OR NOT.

REMOVE ALL SURFACE MOUNTED OBJECTS IN AREA OF WORK THATARE ABANDONED AND NOT INTENDED FOR REUSE BACK TO MAINS ORJUNCTIONS. PREPARE SURFACE FOR NEW FINISH.

OWNER SHALL HAVE THE FIRST RIGHT OF REFUSAL TO CLAIM ANYMATERIALS AND/OR EQUIPMENT THAT IS SCHEDULED TO BEDEMOLISHED OR REMOVED FROM THE SITE.

ALL MATERIALS DEMOLISHED/REMOVED AND NOT REUSED SHALLBECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BEREMOVED OR DISCARDED FROM THE SITE, UNLESS OTHERWISESPECIFICALLY DESIGNATED TO REMAIN THE PROPERTY OF THEOWNER.

FINAL CLEANING SHALL INCLUDE THE FOLLOWING:A. REMOVE LABELS THAT ARE NOT INTENDED TO BE PERMANENT.B. CLEAN ALL TRANSPARENT SURFACES, INCLUDING MIRRORS AND GLASS IN DOORS AND WINDOWS.C. CLEAN EXPOSED SURFACES AND INTERIOR HARD-SURFACED FINISHES TO A DUST-FREE CONDITION.

10.

11.

12.

13.

14.

15.

16.

17

18.

19.

20.

209 South 9th Street, Lincoln, NE 68508 Phone: 402-475-1787 Fax: 402-475-1800Consultants to the Food Service Industry

#SHEET HISTORY:

?

? - #

Lincoln, Nebraska1010 Lincoln Mall, Suite 200Lincoln, NE 68508-2883

402 477.9291 Fax 402 477.6542

Kansas City, Missouri

Fairway, Kansas



Architecture


ISSUED

TCEP No.: 143-042-15

SCC - Lincoln Culinary

Hospitality Remodel

Phase 3, Project 8

First Floor Demolition Plan

A8.01


November 28, 2016


1

(FLOOR PLANS ONLY)DEMOLITION KEY NOTES

SCALE: 1/8" = 1'-0"

DEMOLITION PLAN (CULINARY)

C-CEILING

C1 REMOVE EXISTING LAY-IN ACOUSTICAL CEILING SYSTEM IN ITS ENTIRETY,INCLUDING BUT NOT LIMITED TO CEILING PADS, CEILING GRID, LIGHT FIXTURES,MECHANICAL DIFFUSERS, SPRINKLER HEADS, ELECTRICAL SIGNAGE AND FIREDEVICES. COORDINATE EXTENT OF MECHANICAL, ELECTRICAL AND PLUMBINGDEMOLITION WITH NEW CONSTRUCTION. REPAIR WALLS, IF APPLICABLE, TOMATCH EXISTING FINISH, OR COORDINATE W/ NEW CONSTRUCTION & INTERIORFINISHES.

C2 REMOVE, STORE AND REPLACE EXISTING LAY-IN ACOUSTICAL CEILING SYSTEM ASNECESSARY FOR INSTALLATION OF NEW MECHANICAL AND ELECTRICAL SYSTEMS.COORDINATE EXTENT OF MECHANICAL, ELECTRICAL AND PLUMBING DEMOLITIONWITH NEW CONSTRUCTION. REPAIR WALLS AND CEILING, IF APPLICABLE, TOMATCH EXISTING FINISH, OR COORDINATE W/ NEW CONSTRUCTION & INTERIORFINISHES.

D-DOORS

D1 REMOVE EXISTING DOOR & FRAME IN THEIR ENTIRETY. PREPARE ADJACENTSURFACES FOR NEW CONSTRUCTION. SEE NEW FLOOR PLANS FOR ADDITIONALINFORMATION.

D2 REMOVE EXISITING DOOR, FRAME AND SIDELIGHT IN THEIR ENTIRETY. PREPAREADJACENT SURFACES FOR NEW CONSTRUCTION. SEE NEW FLOOR PLANS FORADDITIONAL INFORMATION.

G-ROOF

G1 REMOVE PORTION OF EXISTING ROOF DECK, ROOF MEMBRANE, INSULATION ANDJOIST BELOW NEW ROOF MOUNTED MECHANICAL UNIT. REFERENCE S8.02 ANDMECHANICAL SHEETS. PREPARE SURROUNDING SURFACES FOR REPAIR ANDREPLACEMENT OF EXISTING FINISHES, MECHANICAL AND ELECTRICAL EQUIPMENTAS REQUIRED.

G2 REMOVE PORTION OF EXISTING ROOF DECK, ROOF MEMBRANE AND INSULATIONBELOW NEW ROOF MOUNTED MECHANICAL UNIT. REFERENCE S8.02 ANDMECHANICAL SHEETS FOR NEW ROOF MOUNTED EQUIPMENT. PREPARESURROUNDING SURFACES FOR REPAIR AND / OR REPLACEMENT OF EXISTINGROOF, FINISHES, MECHANICAL AND ELECTRICAL EQUIPMENT AS REQUIRED.

A-WALLS

A1 REMOVE EXISTING WINDOW & FRAME AS SHOWN IN THE DEMOLITION PLAN.PATCH & PREPARE ADJACENT SURFACES FOR NEW CONSTRUCTION. SEE FLOORPLAN FOR ADDITIONAL INFORMATION.

A2 REMOVE EXISTING CMU INTERIOR WALL AS SHOWN IN THE DEMOLITION PLAN.PATCH AND PREPARE ADJACENT SURFACES FOR NEW CONSTRUCTION. SEEFLOOR PLAN FOR ADDITIONAL INFORMATION.

A3 REMOVE EXISTING COMPOSITE CMU AND BRICK EXTERIOR WALL AS SHOWN INTHE DEMOLITION PLAN. PATCH AND PREPARE ADJACENT SURFACES FOR NEWCONSTRUCTION. SEE FLOOR PLAN FOR ADDITIONAL INFORMATION.

A4 REMOVE EXISTING GPDW INTERIOR WALL SYSTEM AS SHOWN IN THE DEMOLITIONPLAN. PATCH AND PREPARE ADJACENT SURFACES FOR NEW CONSTRUCTION.SEE FLOOR PLAN FOR ADDITIONAL INFORMATION.

A5 REMOVE EXISTING EXTERIOR INSULATED, BATTENED COPPER WALL PANELS.VERIFY EXTENTS W/ FLOOR PLAN. COORDINATE VERTICAL EXTENTS W/ELEVATIONS AND SECTIONS. DEMOLITION SHALL INCLUDE BUT NOT BE LIMITED TOSTEEL STUD FRAMING, TRIM(S), ELECTRICAL, AND MECHANICAL SYSTEMS ASNECESSARY. PREPARE SURROUNDING SURFACES FOR NEW CONSTRUCTION.REMOVE ELECTRICAL AND MECHANICAL SYSTEMS BACK TO JUNCTION OR MAINSUPPLYING UTILITY AND CAP.

A6 MODIFY EXISTING EXTERIOR INSULATED, BATTENED COPPER WALL PANELS.VERIFY EXTENTS W/ FLOOR PLAN AND COORDINATE VERTICAL EXTENTS W/ELEVATIONS AND SECTIONS. DEMOLITION SHALL INCLUDE BUT NOT BE LIMITED TOSTEEL STUD FRAMING, TRIM(S), ELECTRICAL, AND MECHANICAL SYSTEMS ASNECESSARY. PREPARE SURROUNDING SURFACES FOR NEW CONSTRUCTION. IFREQUIRED REMOVE ELECTRICAL AND MECHANICAL SYSTEMS BACK TO JUNCTIONOR MAIN SUPPLYING UTILITY AND CAP.

B-FLOOR

B1 REMOVE EXISTING C.I.P. CONCRETE SLAB ON GRADE AND ASSOCIATED FLOORFINISHES AS NECESSARY FOR NEW CONSTRUCTION. COORDINATE EXTENTS WITHMECHANDICAL AND ELECTRICAL DEMOLITION AND CONSTRUCTION. PREPAREAREA FOR NEW CONSTRUCTION. PATCH &PREPARE ADJACENT SURFACES ASREQUIRED FOR NEW CONSTRUCTION. SEE FLOOR PLAN AND DETAILS FORADDITIONAL INFORMATION.

B2 REMOVE EXISTING C.I.P. CONCRETE FLOOR IN HATCHED AREA.PREPARE AREAFOR DEPRESSED SLAB FOR NEW CONSTRUCTION. PATCH &PREPARE ADJACENTSURFACES AS REQUIRED FOR NEW CONSTRUCTION. SEE FLOOR PLAN ANDDETAILS FOR ADDITIONAL INFORMATION.

B3 REMOVE EXISTING TERRAZZO FLOORING IN HATCHED AREA. COORDINATEEXTENTS WCONSTRUCTION REQUIRED FOR OTHER DISCIPLINES. PREPARE AREAFOR NEW CONSTRUCTION. PATCH &PREPARE ADJACENT SURFACES AS REQUIREDFOR NEW CONSTRUCTION. SEE FLOOR PLAN AND DETAILS FOR ADDITIONALINFORMATION.

A - 08.3 12/7/16 PER ADDEMDUM #08.3

A - 08.4 12/12/16 PER ADDENDUM #08.4

08.4A

08.4A

08.4A

13111098

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W.I.F. / W.I.C.

D2

TEACHING LAB 'B'

D3

CORRIDOR

H - SOUTH

DRY STORAGE

D2C

WARE WASH

D5B

EXG CLASSRM

D10

E.L. CLASSRM.

D8

A8.20

1

OFFICE

D9.1

STORE RM

D8B

STORE RM

D8B.1

7'-10 7/8" 9 1/4" 15'-4 3/4" 4 7/8" 49'-8" 4 7/8" 19'-1 1/2" 7 1/4" 17'-5 3/8"

4 5/8"

11 5/8"

3'-0

"4

7/8"

25'-6

7/8

"

5 1/4" 18'-11 13/16" 4 7/8" 5'-6"

9'-7 5/8" 4 7/8" 9'-0 1/4" 4 7/8"

5'-0"

4 7/8" 38'-9" 4 7/8"

5 5/8" 7'-11" 5 5/8" 33'-4 7/8" 4 3/4" 30'-9 1/2" 7 1/4" 13'-4" 4 7/8" 45'-6 1/2"

A8.20

38'-6 7/8"

4 7/8"

4 3/4" 25'-2 5/8" 7 1/4"

33'-0" 4 7/8" 31'-2 1/4" 7 1/4"

LOBBY

D7

HOST

D7C WAIT

D6A

DINING RM.

D6

WAIT

D5E

CHEF'S LINE

D5

LINEN

D5A

COOK LINE

D5FPREP

D5D

STORAGE

D5C

C3

G3

E3

E3E3

E3

E3 E3

E3

E6

E3

G6

G3

E3

E3

E3E3 E3

E3

E3

G3

G3

E3

E3

E3

E3

E3

G3

H8

G3

G6

E3

E6

E6

C3C1

C3

C3

E3

C3

C1C1 C1C1C1

C3

C3

C3 C3

C2

C3

A1

A1

A1

E6

3'-0

"

8 1/

2"

8'-1 13/16"

7'-4 13/16"

A8.52

9

A8.53

1

A8.51

5

A8.57

1

3'-0" 5'-0" 30'-0" 1'-4 1/2"

A8.551

A8.55

2

COPIER

LATERALFILE

N

TEACHING LAB 'A'

D4

CORRIDOR

D7D CORRIDOR

D3B

CORRIDOR

D7E

VESTIBULE

D7G- 63 SF

CORRIDOR

D1C

CORRIDOR

D3A

DRY STOR.

D1A

BAKERY LAB

D1

CUST.

D1B

DEMO CLASSRM

D1D

I.T./DATA

D2B

PANTRY

D1E

LOCKERS

D2A

25'-3

3/4

"4

7/8"

9'-7

"4

7/8"

17'-3

"4

7/8"

6'-9

1/2

"4

7/8"

11'-3

3/8

"4

7/8"

11'-2

"5

1/4"

34'-1

1 1/

8"

1'-4

1/4

"

29'-8

3/4

"8

1/2"

29'-2

3/4

"

7 1/4" 20'-4 7/8" 9 1/4" 38'-0 3/8" 4 1/4"

A8.56

4

A8.562 1

A8.53

3

2

A8.50

4

7 6

5

20'-1

1/8

"4'

-0"

5'-8

"

4

A8.20

31'-7 169/256"

3'-3" 31'-7 1/2" 3'-1 7/8"

32'-6 7/8" 12'-0" 2'-0" 12'-0" 2'-10"

7 5/

8"4

1/4"

42'-6

1/2

"7

1/4"

42'-1

0 1/

4"7

1/4"

4'-1

0 1/

2"4

7/8"

27'-3

"4

1/4"

11 5

/8"

29'-2

3/4

"

45'-6 1/2"

6'-7 3/4" 17'-6" 6'-7 3/4"

8'-9

1/4

"

25'-0

"

8'-9

1/4

"

30'-9 1/2"

25'-2 5/8"

42'-1

0 1/

4"

3

A8.56 5

A8.50

1

COOKS LINE

D5G

A8.51

3

A8.524

A8.528

A8.57

5

6

5

7

E39

4

D1A

D1B

D1.

1

D1.3

D1D.2D1D.1

D3

D3A D4

D2B

D2C

D5B

D6A

D6B

D7D

D1E

D7G

.2

D7C

1

2

3

2

1

4

A8.50

2

3

A8.57

2

D7F

UNISEX

D7F

Q.5

Q.1

12'-3

3/4

"2'

-2 1

/4"

8.4

D7H

MECH. RM.

D7H

D1.2

7.1

5'-8 1/4" 21'-10 1/2" 14'-0" 16'-0"

2'-11"

12'-3

3/4

"2'

-2 1

/4"

7.3

4

4'-0

"5'

-4" 2"

5

A8.20

7

A8.20

6

A8.20

8" 8"

8" 8"

4'-0"

8

A8.20

3

3

A8.51

6

A8.202

ALF

-103

ALF-104

ALF-105

ALF-107

ALF-106

ALF

-108

ALF-106

6

A8.20

Sim

ENTRY

D7A

CORRIDOR

D7E

COATS

D7B



ALF

-108

ALF

-108

ALF

-108

ALF

-102

ALF

-102

ALF

-100

ALF-101ALF-101C3

H6

D2 D2 D2

H3 H3

5" Slab on Grade

Exst

D0 D2 D2

A2

A2

H3

7'-9" 7 1/4"

E6

H3

H3

H8

G3

E3G

6

C5

G6

C3

C3

G3

D0

H3

E3

G6

G6

E6

E3

H8

D2

D2

D2

D2

D0

E3

E3

G6

H8

G6

D3

A2

F6

E3

INFILL WALL WITH WALL TYPE 4G TO MAINTAIN1HR. FIRE RATED CONSTRUCTION. PROVIDEFIRE CAULKING AT PERIMETER. TYP. AT INFILLWALL CONSTRUCTION IN CORRIDOR H.

H3

H3

E3

C5

C5

C5

5'-6 7/8"

INFILL EXST. WALLOPENINGS. REF.ELEVATIONS AND 6/A8.20

INFILL EXST. WALLOPENINGS. REF.ELEVATIONS AND6/A8.20

INFILL EXST. WALLOPENINGS. BELOWNEW WINDOWS.REF. ELEVATIONSAND 5, 6/A8.20.TYP. OF 4.

C3

C3

D0

2

A8.12

4 7/

8"4

3/4"

15'-1

1"

12

A8.54

INFILL WALL WITH WALL TYPE 4G TO MAINTAIN 1HR. FIRE RATEDCONSTRUCTION. PROVIDE FIRE CAULKING AT PERIMETER. TYP.AT INFILL WALL CONSTRUCTION IN CORRIDOR H.

C3

C3

C3

D0

D0

D0

C3

INFILL WALL AT DEMO'DOPENINGS WITH WALL TYPE 4GTO MAINTAIN 1HR. FIRE RATEDCONSTRUCTION. PROVIDE FIRECAULKING AT PERIMETER. TYP.AT INFILL WALL CONSTRUCTIONIN CORRIDOR H.

10

A8.54

A8.54

8

08.4A

08.4A

THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS ANDCONDITIONS SHOWN ON THE PLANS PRIOR TO COMMENCEMENT OF THEWORK. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO COORDINATEINSTALLATION OF NEW WORK WITHIN THESE EXISTING CONDITIONS. ANYDEVIATIONS IN EXISTING CONDITIONS OR DIMENSIONS INDICATED SHALL BECOORDINATED WITH THE ARCHITECT AND OWNER IN ORDER TO MODIFY PLANSACCORDINGLY.

ALL WALL / GENERAL PLAN DIMENSIONS ARE TO GRIDLINES, FACE OFMASONRY, FACE OF CONCRETE, AND TO FACE OF GYP. BOARD, TYP.

WALLS ARE DESCRIBED STARTING ON TAG SIDE OF WALL.

ALL INTERIOR WALL FRAMING NOTED IN WALL TYPE SCHEDULE EXTENDS TOSTRUCTURAL DECKING, BRACE AS REQUIRED. PROVIDE DEEP LEG SLIP TRACKAT TOP OF ALL INTERIOR WALLS / STUDS EXTENDING TO STRUCTURE TOALLOW FOR DEFLECTION OF STRUCTURE.

INTERIOR DOOR FRAMES IN STEEL STUD WALLS SHALL BE INSTALLED WITH THESWING SIDE OF DOOR FRAME 4" FROM ADJACENT WALL, UNLESS OTHERWISEDIMENSIONED. INTERIOR DOOR FRAMES IN CMU WALLS SHALL BE INSTALLEDWITH THE SWING SIDE OF DOOR FRAME 4" FROM ADJACENT WALL (OR TONEAREST VERTICAL JOINT), UNLESS OTHERWISE DIMENSIONED.

ALL STEEL STUDS ARE 25 GA. UNLESS NOTED OTHERWISE. 20 GA STEEL STUDSREQUIRED AT ALL CEMENTITIOUS BACKER BOARD.

ALL STC-RATED ASSEMBLIES AND PARTITIONS INDICATED SHALL RECEIVESOUND INSULATION. SEAL CONSTRUCTION AT PERIMETERS, DECK FLUTES,BEHIND CONTROL JOINTS, AND AT ALL OPENINGS AND PENETRATIONS WITH ACONTINUOUS BEAD OF ACOUSTICAL JOINT SEALANT. INSTALL ACOUSTICALJOINT SEALANTS AT BOTH FACES OF PARTITIONS, AT PERIMETERS, ANDTHROUGH PENETRATIONS. ALL GYP. BOARD JOINTS STAGGERED ON OPPOSITESIDES.

1.

2.

3.

4.

5.

6.

7.

GENERAL CONSTRUCTION NOTES


#SHEET HISTORY:

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? - #


402 477.9291 Fax 402 477.6542


Fairway, Kansas



Architecture


ISSUED

TCEP No.: 143-042-15


Hospitality Remodel

Phase 3, Project 8

First Floor Plan

A8.10


November 28, 2016


SCALE: 1/8" = 1'-0"

FIRST FLOOR PLAN

A - 08.2 12/5/16 PER ADDENDUM #08.2

A - 08.4 12/12/16 PER ADDENDUM #08.4

08.4A

FIRST FLOOR100'-0"

B.O. ROOF DECK115'-4"

2

A8.12

TYP.

10"

TYP.

4'-0"11 1/8"

TYP.

10" 1'-4"

TYP.

10"1'-9 1/2" 10"

TYP.

4'-0"

TYP.

10"

48"W x 76"H x 1 1/8"UPHOLSTERED FABRICACOUSTIC WALL PANELS UF-1ON AWP-2. TYP. OF 8 PANELS.SEE SPEC FOR ATTACHMENT

16"W x 76"H x 1 1/8"UPHOLSTERED FABRICACOUSTIC WALL PANELSUF-1 ON AWP-2. SEE SPECFOR ATTACHMENT

21.5"W x 76"H x 1 1/8" UPHOLSTEREDFABRIC ACOUSTIC WALL PANELS UF-1 ONAWP-2. SEE SPEC FOR ATTACHMENT 4'

-4"

6'-2

"2"

LIGHTING, SEEELECTRICAL.

PT-12

WOOD GRILLE CEILING SYSTEM, WCS-1. BASIS OF DESIGN IS ARMSTRONGWOODWORKS GRILLE 7095 BOGWN. STANDARD PANELS TO BE FIELD CUT TOACCOMODATE DIFFUSER LAYOUT. PROVIDE 11"x48"x5/8" BIOACOUSTIC INFILLPANELS(#6657) ABOVE BACKERS. PROVIDE MULTIPLE ACCESS PANELS IN WOODGRILLE SYSTEM FOR MAINTENANCE ACCESS, COORDINATE LOCATIONS WITHARCHITECT AND MECH. / ELEC. DISCIPLINES.

PLASTER WAVE WALL W/ 2 1/2" STEEL STUD FURRING @MAX. 9" O.C. WITH METAL LATH AND PLASTER ON ROOMFINISH SIDE TO PRODUCE A SMOOTH COMPOUND CURVE.PROVIDE FINISH COAT OF DRYVIT MEDALLION SERIESPMR WEATHERLASTIC SMOOTH ACRYLIC FINISH OR STOSTOLIT MILANO SMOOTH TEXTURE, PT. PER ROOM FINISHSCHEDULE. PER THE DRAWINGS ANGLED STUDS EXTENDFROM 8’-0” A.F.F. TO 13’-2” A.F.F. AND ARE BRACEDVERTICALLY MATCHING THE TOP UNDULATION FROM 13’-2”A.F.F. TO STRUCTURE.

EL. 9'-10" A.F.F.B.O. APC

EL. 10'-8" A.F.F.B.0. GPDW

EXPOSED STRUCTURE ANDDECKING, PAINT BLACK

EL. 8'-0" A.F.F.B.O. WAVE WALL

EL. 13'-2" A.F.F.T.O. SLOPED STRUC.

5/8" TYPE 'X' GPDW ON 3 5/8" STEEL STUDS AT16" O.C. BRACE AS REQ'D. PT. TYP. PER ROOMFINISH SCHEDULE. B.O. BULKHEAD 11'-0" A.F.F.

APC CEILING W/ 10" AXIOMTRIM PANEL PERIMETER

RESILIENT BASE,RB-12

METAL WALL BASE, SEE FINISHSCHEDULE AND DETAILS

WC-5WALL COVERING,WC-5

PT-12

WC-5

PCT-6

5/8" TYPE 'X' GPDW ON 3 5/8" STEEL STUDS AT16" O.C. BRACE AS REQ'D. PT. TYP. PER ROOMFINISH SCHEDULE. B.O. BULKHEAD 10'-8" A.F.F.

WALL COVERING,WC-5

08.4A

08.4A

08.4A

FIRST FLOOR100'-0"


2

A8.12

6

A8.11

CHEF'S LINE

D5

DINING RM.

D6

ENTRY

D7A

CORRIDOR

D7E

4'-6

"

11

A8.54

EXTEND DRYVITFINISH COAT TOOUTSIDE WALL, PAINT,PT-13

PT-12

PLASTER WAVE WALL W/ 2 1/2" STEEL STUD FURRING @MAX. 9" O.C. WITH METAL LATH AND PLASTER ON ROOMFINISH SIDE TO PRODUCE A SMOOTH COMPOUND CURVE.PROVIDE FINISH COAT OF DRYVIT MEDALLION SERIESPMR WEATHERLASTIC SMOOTH ACRYLIC FINISH OR STOSTOLIT MILANO SMOOTH TEXTURE, PT. PER ROOM FINISHSCHEDULE. PER THE DRAWINGS ANGLED STUDS EXTENDFROM 8’-0” A.F.F. TO 13’-2” A.F.F. AND ARE BRACEDVERTICALLY MATCHING THE TOP UNDULATION FROM 13’-2”A.F.F. TO STRUCTURE.


EL. 8'-0" A.F.F.B.0. GPDW

EL. 8'-0" A.F.F.B.O. WAVE WALL

EL. 13'-2" A.F.F.T.O. SLOPED STRUC.

RESILIENTBASE, RB-12

METAL WALL BASE, SEE FINISHSCHEDULE AND DETAILS

WC-5WALL COVERING,WC-5

PARTIAL HT. WALLS,PAINT, PT-12

PCT-6

WALL COVERING,WC-5

PT-13

WAVE WALL W/DRYVIT FINISH COAT,PAINT, PT-13

EXPOSED STRUCTUREAND DECKING, PAINTBLACK, TYP.

C.J.

DOUBLE 'V'EXPANSION JT.,REF. A8.11 ANDA8.12 FORDETAILS ANDLOCATIONSDOUBLE 'V' EXPANSION JT., REF.

A8.11 AND A8.12 FOR DETAILS ANDLOCATIONS

PLAM VENEER HOST DESKAND SEPARATE MENUCABINET, PL-7

3/4"

1/2"

PAINTEDHARDWOODCAP,PAINT PT-12

PAINT WOODREVEAL BLACK

PT-12

PT-12


PORCELAIN TILE BASE, PCB-5

PORCELAIN TILE, PCT-6

SIGNAGE, BYOTHERS, N.I.C.

RB-12

08.4A

8

Q

8.4

5

A8.54

4 7/8" 7'-1" 4 7/8" 9'-0 1/4" 4 7/8" 5'-0" 4 7/8"

26'-7 1/8"

4 7/

8"

2'-7

1/8

"

4 7/

8"

2'-7

3/4

"

2'-1 1/4" 4 7/8" 3'-6" 2'-9" 10" 6'-5 1/8" 3'-0"

4 7/

8"5'

-7 1

/4"

6'-0

5/8

"

9 1/4" 15'-4 3/4" 4 7/8"

3 1/8"

1'-8 7/8" 5'-0" 5'-10 1/4" 10 1/2" 1'-11 1/8"

4 1/

4"14

'-5 1

/8"

4 7/

8"

4 7/

8"6'

-0 1

/8"

7'-1

1/8

"1'

-3 3

/4"

1'-9

3/8

"8'

-4 3

/4"

4 7/8" 4 3/8" 4'-4 7/8"

6'-7 7/8" 105°

75°

3'-3"

11

A8.54

EXTEND DRYVIT FINISHCOAT TO OUTSIDEEDGE OF WALL, SEEELEVATIONS A8.54

4 1/

2"1

3/8"

HOST DESK

MENUCABINET

DETAIL TOP OF WALL SIMILARTO ELEVATION IN DRAWING 3BELOW

08.4A


#SHEET HISTORY:

?

? - #


402 477.9291 Fax 402 477.6542


Fairway, Kansas



Architecture


ISSUED

TCEP No.: 143-042-15


Hospitality Remodel

Phase 3, Project 8

Dining Room EnlargedPlan and InteriorElevations

A8.53


November 28, 2016


SCALE: 3/8" = 1'-0"

DINING ROOM - EAST INTERIOR ELEVATION2

SCALE: 3/8" = 1'-0"

DINING ROOM - WEST INTERIOR ELEVATION3

SCALE: 1/4" = 1'-0"

ENLARGED DINING ROOM PLAN at ENTRY1

A - 08.3 12/7/16 PER ADDEMDUM #08.3

A - 08.4 12/12/16 PER ADDENDUM #08.4

08.4A

08.4A

08.4A

6" M

IN.

1" REBAR RUNGS w/WELDED JOINTS SPACED@ 1' - 0" O.C. MAX., PT., TYP.

ELEVATION SECTION

1/4" X 2" LADDERSUPPORT SPACED@ 5' - 0" O.C. MAX, PT., TYP..

MECHANICALROOM FLOOR

WALL EDGE

MIN.

1'-6"

1 1/4" STANDARDSTEEL PIPE, PT., TYP.

1/4" THICK LADDERSUPPORT, PT., TYP.

1" REBAR RUNGS

8 5/8"

4 1/4"

2"

1 1/4" STANDARDSTEEL PIPE, PT., TYP.

1/4" THICK GALVANIZEDLADDER SUPPORT, PT., TYP.

WALL EDGE

1" REBAR RUNGS

RAIL SUPPORT DETAILA

RAIL SUPPORT DETAILB

7" MIN.

1' -

0"

MA

X.

JOISTS BEYOND

B

A

8 1/2"

2 3/4"3"

4 1/4"

1 1/2"

EXTEND RAILING INTOHATCH AS REQ'D.PROVIDE BILCO "LADDERUP" OR EQUIVALENT.

9"

VE

RIF

Y

15'-6

"

4"

HATCH ENCLOSUREBLOCKING, PROVIDEADDITIONAL BLOCKING ASREQ'D. AT BRACKETLOCATIONS FOR LADDERATTACHMENT.

2'-0

" M

AX

.

LADDER SUPPORT WALL,SEE PLAN FOR TYPE ANDEXTENT. PROVIDE BLOCKINGIN WALL AT BRACKETLOCATIONS FOR LADDERATTACHMENT.

EL. 115'-4" (VERIFY)B.O. ROOF DECK

VERIFY CLEARANCES ANDATTACHMENT AT BEAM

CANT

WOOD NAILERS

FASTENERS @ 8" O.C.

EXST. MODIFIED BITUMINROOF.PATCH, REPAIR ANDPROVIDE FLASHING ANDSEALANT PER MFR'S REQ'S.TO ENSURE EXST.WARRANTY.

STEEL ROOF DECK

EXST. INSULATION

36"x36" ROOF HATCH, BILCOMOD. E-20 OR EQUIVALENT

PERIMETER BLOCKING ALLAROUND ROOF HATCH

NOTE:SEE STRUCTURALFOR ANGLE FRAMEREQ'S., TYP.

1'-5" 3"

4"3'

-6"

3'-1

0"4"

3/4" WOOD VENEER CLADMDF CAB. W/ WOODVENEER DOORS ANDADJUSTABLE SHELVING.

DOOR HARDWARE, SEESPECIFICATIONS

3/4" WOOD VENEER CLADMDF CAB. W/ WOODVENEER DOORS ANDADJUSTABLE SHELVING.

3/4" WOOD VENEER CLADMDF BASE CAB. W/ WOODVENEER DRAWERS ANDDOORS AND ADJUSTABLESHELVING.

PCB-4 BASE OVER MDFTOEKICK

3/4" WOOD VENEER CLADMDF UPPER CAB. W/ADJUSTABLE SHELVING.


DRAWER HARDWARE,SEE SPECIFICATIONS


3'-0

"2'

-7"

2'-5

"

SOLID SURFACE COUNTERTOP, SSM-3

GLAZED WALL TILE, CT-3

4 1/2" 1'-9" 3"

1 1/

2"2'

-6 1

/2"

4"

2'-6"

3/4" WOOD VENEER CLADMDF BASE CAB. W/ WOODVENEER DOORS ANDADJUSTABLE SHELVING.

PCB-4 BASE OVER MDFTOEKICK



4 3/4" 1 1/8" 1'-9" 3"

1/4" PLYWOODVENEER, STN.PER SPEC.

3/8" PLYWOODSUBSTRATE

3 5/8" STEELSTUDS AT 16"O.C.

1/2" GPDW

3'-0"

1 3/4"

4 3/8"

1 1/

2"2'

-6 1

/2"

4"

1/4" HARDWOODBASE, STN. PERSPEC.

1'-8"

(30"

TA

BLE

>28

1/2

" A

ND

36"

TA

BLE

>34

1/2

")

3'-4

1/2

"1

1/2"

1 1/2" TH. PLAMSEMINAR TABLE,PL-3

MIN. 3" DIAM. BLACKPOWDER COATEDSTEEL BOLT DOWNTABLE BASE, TYP.tablebases.com, MOD.P1F OR EQUAL

FIRST FLOOR100'-0"

GLAZING GASKET BYGLAZIER

LAMINATED ART GLASSPER SCHEDULE

1 7/8"3/8"

2 5/8"

BLOCKING, SANDSMOOTH, SEAL ANDPAINT BLACK AT REVEAL

5/8" TYPE 'X' GPDW ON3 5/8" STEEL STUDS @16" O.C.

FINISHES PERFINISHES PLAN ANDSCHEDULES

MTL. STUD FRAMING PERMFR'S. REQ'S.

5/8" GPDW, PT. TYP.

GPDW TRIM,TYP. FRY REGLET CEILING

GLAZING TRACKDRM-150-75 OR EQUIV.

PAINTED HARDWOOD SILL,SEE SPEC.

1/4" REVEAL PAINTBLACK BEHIND

GLAZING GASKET BY GLAZIER

1/4"

WOOD CEILINGSYSTEM, WCS-1

SUSPENDED GPDW CEILING

EL. 10'-8" A.F.F.B.O. GPDW / WCS-1

EL. 4'-0" A.F.F.T.O. WALL

FIRST FLOOR100'-0"

L

NOTE:PROVIDE 1/2" SOLIDSURFACE SILLS FOR ALLNEW ALUMINUM FRAMESTOREFRONT WINDOWSYSTEMS. ALF-107 TORECEIVE SSM-3. ALLOTHER SILLS TO RECEIVESSM-1.

INFILL WALL AT DEMO'DOPENINGS TO MAINTAIN 1HR.FIRE RATED CONSTRUCTION.PROVIDE FIRE CAULKING ATPERIMETER. TYP. AT INFILLWALL CONSTRUCTION INCORRIDOR H.

PORCELAIN CERAMIC TILEPCT- 4, BEYOND. DIRECTATTACH TO EXST. CMU.REF. ELEVATIONS ANDFINISH SHEETS.

SCHLEUTER EDGE, SEESPEC, VERIFY DEPTHREQ'D.

5/8" CEMENTITIOUSBACKER BOARD ON 3 5/8"STEEL STUDS @ 16" O.C.PROVIDE FINISHES PERROOM FINISH SCHEDULEAND ELEVATIONS

EXISTING WALLCONSTRUCTION

SOUND BATTINSULATION

5/8" TYPE 'X' GPDW,PT., TYP.

7/8" STEEL FURRINGCHANNELS @ 16" O.C.

1/2" SOLID SURFACESILL, SSM-1

CERAMIC TILECT- 1, REF.ELEVATIONS ANDFINISH SHEETS.



5/8" CEMENTITIOUSBACKER BOARD ON 6"STEEL STUDS @ 16" O.C.PROVIDE FINISHES PERROOM FINISH SCHEDULEAND ELEVATIONS

CERAMIC TILE CT- 1,REF. ELEVATIONS ANDFINISH SHEETS.

GYP. TRIM, TYP.

STOREFRONT ALUMINUMFRAMING SYSTEM, SEEA8.60 FOR TYPES ANDGLAZING

6 5/8"

3/4"

4 1/2" 1/2"

4 1/4" 7 3/4" 1 1/2"

PROVIDE WALL TYPE A1 FROMTOP OF FRAME to 6" ABOVEFINISH CEILING.PAINT PERROOM FINISH SCHEDULES, SEEELEVATIONS FOR WALLEXTENTS.

EL. 7'-4"A.F.F.T.O. FRAME

3/4" PLAM CLAD MDF BASECABINET, PL-3

3/4" PLAM CLAD MDF UPPERCAB. W/ ADJUSTABLESHELVING, PL-3, PROVIDE 3"CUT-OUT AT BACK OFSHELF FOR CABLE ROUTING



3/4" PLAM CLAD FALSEBACK PANEL TO HIDECABLES

2'-1

"9"

1'-6

"3'

-0"

2'-1

"5'

-3"

3/4" PLAM CLADREMOVABLE BASE PANEL

VERIFY EQUIPMENTREQ'S, PLACEMENT &SPACE REQ'S W/ A/VPROVIDER

3/4" PLAM CLAD SIDEPANEL

3/4"1'-2 1/8"9 7/8"

1'-8 1/4"3/4"3"

11 1/2"8 3/4"4 1/2"

157°

1'-2"

COORDINATE LOCATION OF EQUIP.CUTOUTS W/ A/V PROVIDER.

13

INFILL WALL AT DEMO'DOPENINGS TO MAINTAIN 1HR.FIRE RATED CONSTRUCTION.PROVIDE FIRE CAULKING ATPERIMETER. TYP. AT INFILLWALL CONSTRUCTION INCORRIDOR H.

10 1/8" 4 1/2" 1 7/8" 2 3/4"

4 1/4" 1 5/8" 10" 2 3/4"

2'-9

"4'

-11

3/4"

5/8"3 5/8"

1 5/8"

5 1/8"

5/8"

3 5/8"

5/8"

5/8"

2 1/8"

FIRE SAFING ATPERIMETER

PORCELAIN CERAMIC TILEPCT- 3, REF. ELEVATIONSAND FINISH SHEETS.






5/8" CEMENTITIOUSBACKER BOARD ON 3 5/8"STEEL STUDS @ 16" O.C.PROVIDE FINISHES PERROOM FINISH SCHEDULEAND ELEVATIONS

EXISTING WALLCONSTRUCTION


5/8" CEMENTITIOUSBACKER BOARD

5/8" TYPE 'X' GPDW

3 5/8" STEEL STUDS @ 16"O.C.

1/2" SOLID SURFACE SILL,SSM-1


BAKERY LAB

D1

CORRIDOR

H - EAST

CERAMIC TILECT- 1, REF.ELEVATIONS ANDFINISH SHEETS.

NOTE:PROVIDE SCHLUETER JOLLY-A60EDGE TRIM AT EXPOSED PORCELAINAND CERAMIC TILE CORNERS ANDEDGES. VERIFY DEPTH REQ'D.

3/4" PLAM CLAD MDFUPPER & LOWERCABINETS W/ ADJUSTABLESHELVING, PL-3,


3'-6

"3'

-6"

4"

7'-4

"

1'-9" 3"

3/4" PLAM CLAD MDFUPPER & LOWER CABINETSW/ ADJUSTABLE SHELVING,PL-3,

3/4" PLAM CLAD MDF CAB. W/RADIUSED FRONT PANEL,PLAM CLAD DRAWERS,DOORS & ADJUSTABLESHELVING, PL-7,

DOOR & DRAWERHARDWARE, SEESPECIFICATIONS

SOLID SURFACE WORKSURFACE, SSM-4

3/4" PLAM CLAD SIDEPANEL

5"4

3/4"

2'-8

"4"

2'-1 1/2"

3" 1'-6" 3 3/4"

PLAM TOEKICK, PL-7

2'-0 3/4"

OPEN SPACE BETWEENTOP OF CAB. & WORKSURFACE. 1

1/2"

3/4" 1'-9 3/4" 3"

3/4" 1'-9" 3" 3/4"

R5'-1 1/2"

RADIUS FRONTPANEL BELOW2'-9"

10" 2'-9"

4"2'

-8"

4 3/

4"5"

3'-0

"9

3/4"

10" 3/4" 2'-7 1/2" 3/4"

2'-9"

3/4" PLAM CLAD MDF CAB.W/ RADIUSED FRONTPANEL, LOCKABLE PLAMCLAD DRAWERS & DOORSAND ADJUSTABLESHELVING, PL-7.

DOOR & DRAWERHARDWARE, SEESPECIFICATIONS


3/4" PLAM CLAD SIDEPANELS

PLAM TOEKICKS, PL-7

SEPARATE 3/4" PLAMCLAD MDF SIDE /MENU CAB. W/ADJUSTABLESHELVING, PL-7,

6 3/

4"1'

-6"


3/4" PLAM CLAD SIDEPANELS

OPEN SPACE BETWEENTOP OF CAB. & WORKSURFACE.


#SHEET HISTORY:

?

? - #


402 477.9291 Fax 402 477.6542


Fairway, Kansas



Architecture


ISSUED

TCEP No.: 143-042-15


Hospitality Remodel

Phase 3, Project 8

Wall Sections, CaseworkSections and SectionDetails

A8.54


November 28, 2016


SCALE: 1/2" = 1'-0"

ACCESS LADDER DETAILS7SCALE: 1" = 1'-0"

ROOF HATCH DETAIL6

A - 08.2 12/5/16 PER ADDENDUM #08.2

A - 08.4 12/12/16 PER ADDENDUM #08.4

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

CASEWORK SECTION1SCALE: 3/4" = 1'-0"



TABLE SECTION4

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

WALL SECTION5SCALE: 3/4" = 1'-0"

WALL SECTION - CORRIDOR12

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

CASEWORK SECTION10SCALE: 1 1/2" = 1'-0"

PLAN DETAIL8

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


HOST STATION CASEWORK ELEVATIONS AND DETAILS11

08.4A

08.4A

08.4A

08.4A

08.4A

08.4A

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11000 LB MECH UNIT

860 LB HANGINGEXHAUST HOOD

300 LB EXHAUST FAN

945 LBS945 LBS

12000 LB MECH UNIT

6000 LBMECH UNIT

119'-5 1/2"

59'-5 1/2"

19'-3"

40'-9"

W16x31TF = B.O. EXG ROOFDECK, FIELD VERIFY

EXG 20H7 JOISTS @ 6'-0" O.C., FIELD VERIFY


EXG W33X130

EXG W33X130

EXG W33X130

EXG W33X130

EXG W33X130 EXG W33X130

EXG W24X84

EXG W33X130

EXG W33X130

EXG W33X130

EXG 20H7 JOISTS @ 6'-0" O.C., F.V.

W16x31TF = B.O. EXG ROOF DECK, FIELD VERIFY


EXG 20H7 F.V.


EXG 20H7 F.V.



300 LB EXHAUST FAN






300 LB EXHAUST FAN

300 LB EXHAUST FAN



300 LB EXHAUST FAN



200 LB MECH UNIT

200 LB MECH UNIT

300 LB EXHAUST FAN


300 LB EXHAUST FAN





9000 LB MECH UNIT

EXG 20H7 F.V.

150'-0" F.V.

120'-0" F.V. 30'-0" F.V.

30'-0" F.V. 30'-0" F.V. 30'-0" F.V. 30'-0" F.V.

2

S8.02

TYP 16PLACES

EXG W33X130

GENERAL CONTRACTORSHALL PROVIDE WRITTENCONFIRMATION THAT ALLOPEN WEB STEEL JOISTSIN AREA ENCLOSED BYDASHED LINE ARE 20H7JOISTS PRIOR TOINSTALLING ROOF TOPUNITS AND EXHAUSTHOODS. JOIST TAG MAYBE FOUND AT ONE ENDOF JOIST. TAGS SHALLNOT BE REMOVED.


300 LB EXHAUST FAN

UNISTRUT (OR EQUAL) FRAMING LOCATED ASSHOWN TO DISTRIBUTED NEW HOOD LOAD TOEXG JOISTS, TYPICAL 42 PLACES, SEE JOISTPOINT LOAD DETAIL ABOVE FOR ADDITIONALREINFORCEMENT REQUIRED WHEN UNISTRUTIS LOCATED AT A NON-PANEL POINT LOCATION





EXG 20H7 F.V.

EXG 20H7 F.V.


SEE MECHANICAL FOR EXACT SIZE &LOCATION OF NEW ROOF OPENINGS @MECH UNITS, SEE DETAILS #21 & 22 ONSHEET S8.03, TYP ALL NEW MECH UNITS


REMOVE PORTION OF ROOFDECK, ROOFING, INSULATION& JOIST BELOW MECH UNITAS REQUIRED

6x6x3/8" ANGLE @ EXG JOIST BEARING,ATTACH TO NEW W16x31 W/ 4x4x3/8"x0'-8" CLIPANGLE W/ 3/16" FILLET WELD ALL AROUND

SEE DETAIL #3 THIS SHEETFOR JOIST MODIFICATION

EXG 20H7 F.V.


12000 LB MECH UNIT

REMOVE EXG COLUMN &REPLACE W/ HSS 6x6x1/2"

REMOVE EXG COLUMN &REPLACE W/ HSS 6x6x1/2"

08.4A

08.4A

EXG 20H7 F.V.

EXG 20H7 F.V.

EXG 20H7 F.V.

EXG 20H7 F.V.



08.4A

08.4A

08.4A

NOTES:

1 - THIS DETAIL IS TO BE USED IN EACH LOCATION WHERE MISCELLANEOUS LOADING IS NOT APPLIED TO THETOP CHORD AT A PANEL POINT. MECHANICAL / ELECTRICAL CONTRACTOR IS RESPONSIBLE FORCOORDINATION.

2 - JOIST CHORDS ARE NOT DESIGNED FOR OFF PANEL BENDING DUE TO CONCENTRATED LOADS EITHERPLACE LOADS AT PANEL POINTS OR FIELD WELD AN EXTRA MEMBER FROM THE POINT OF LOAD TO THENEAREST PANEL POINT ON THE OPPOSITE CHORD AS SHOWN BELOW.

2x2x3/16" ANGLE EACH SIDE

LOAD

LOAD2x2x3/16" ANGLE EACH SIDE

PANEL POINT TYPICAL

PANEL POINT TYPICAL

3-3/4" DIA. TENSION CONTROL BOLTS

COPE AS REQUIRED

5/16" THICK x 6"LONG WEB PLATE

NEW WIDE FLANGE BEAM,SEE FRAMING PLAN FOR SIZE

1/4"

EXG 20" DEEP STEEL JOIST

NOTE:ROOFING & INSULATIONNOT SHOWN FOR CLARITY

MECHANICAL UNIT, SEEMECHANICAL SHEETS FOR EXACTSIZE & LOCATION OF UNITS

EXG STEEL DECK

EXG WIDE FLANGE BEAM

3"3"

1 1/2" 2" 1/2"

2x BLOCKING BETWEEN DECK &BEAM ALONG LENGTH OF MECH UNIT

1/4" FITTED STIFFENERCENTERED ON NEW BEAM

GENERAL FRAMING NOTES:1. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TOCOMMENCEMENT OF THE WORK. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THEINSTALLATION OF THE NEW WORK WITHIN THE EXISTING CONDITIONS. ANY DEVIATION IN THE EXISTING CONDITIONSOR DIMENSIONS INDICATED SHALL BE COORDINATED WITH THE ENGINEER / ARCHITECT IN ORDER TO MODIFY THEPLAN ACCORDINGLY.

2. MECHANICAL UNITS: APPROXIMATE WEIGHT (INCLUDING CURB) & LOCATION OF UNITS ARE SHOWN. IF ACTUALWEIGHT OF UNIT IS 10% MORE THAN WEIGHT NOTED, CONTACT ENGINEER PRIOR TO INSTALLATION. COORDINATEEXACT LOCATION W/ MECHANICAL. IF ACTUAL LOCATION OF MECHANICAL UNIT VARIES SIGNIFICANTLY FROM WHATIS SHOWN, CONTACT ENGINEER PRIOR TO INSTALLATION.

3. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND COORDINATION OF ALL DIMENSIONS WITHTHE MECHANICAL UNIT SUPPLIER.

4. ALL OPENINGS THROUGH ROOF AND FLOOR SHALL BE COORDINATED (EXACT LOCATION AND SIZES) WITHMECHANICAL.

5. PROVIDE SUPPORT AROUND ALL PENETRATIONS THROUGH THE ROOF DECK. SEE DETAILS #21 & 22/S8.03.GENERAL CONTRACTOR SHALL VERIFY EXACT LOCATIONS & SIZES.

6. JOIST BRIDGING IS NOT INTENDED TO BE CUT OR ALTERED IN ANY MANNER. IF MODIFICATIONS ARE REQUIRED TOALLOW FOR THE INSTALLATION OF OTHER BUILDING COMPONENTS, CONTRACTOR SHALL REMOVE & RE-INSTALLBRIDGING AS REQUIRED IN ORDER TO MAINTAIN A CONTINUOUS LINE OF BRIDGING.

08.4A

NEW RODS SHALL BE LOCATED@ PANEL POINTS AS SHOWN

PANEL POINT TYPICAL 2x2x3/8"x0'-6" ANGLE EACH SIDE

2 - 3/4"Ø RODS

2 1/4"

TOTALEACH END

NEW 6x6x3/8" ANGLE @ JOISTBEARING, SEE PLAN


#SHEET HISTORY:

?

? - #


402 477.9291 Fax 402 477.6542


Fairway, Kansas



Architecture


ISSUED

TCEP No.: 143-042-15


Hospitality Remodel

Phase 3, Project 8

Partial Roof Framing Plan

S8.02


November 28, 2016


SCALE: 1/8" = 1'-0"

PARTIAL ROOF FRAMING PLAN

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

JOIST POINT LOAD DETAIL1SCALE: 3/4" = 1'-0"

SECTION DETAIL2

SEE SHEET A0.01 FOR AREA OF CONSTRUCTION EXTENTS

A - 08.4 12/12/16 PER ADDENDUM #08.4

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

JOIST MODIFICATION DETAIL308.4A

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T T

T

T

T

T

T

J

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Q.1

8.47.1 7.3

(E)22Ø

(E)12Ø

(E)12Ø

(E)2

2Ø

(E)1

4Ø(E

)20Ø

(E)20Ø(E)22Ø

(E)2

4Ø S

A

(E)T-STAT

(E)G

(E)G

(E)G

(E)D10"Ø360

(E)D10"Ø360

(E)PRV

(E)PRV (E)FD

(E)D24/10915

(E)D24/10915

(E)29/8 SA

(E)4

8/6

SA

(E)G

(E)G(E)G

(E)G(E)G

(E)G(E)G

(E)G

(E)G

(E)G

(E)G

(E)G(E)G

(E)G

(E)G

(E)G

(E)D

(E)D

(E)D

(E)D

(E)D

(E)D

(E)D

(E)D

(E)D

(E)D

(E)D

(E)D

(E)D

(E)D

(E)D (E)D

(E)D

(E)D

(E)D

(E)D

(E)D

(E)D

(E)D

(E)D

(E)D

(E)D

(E)D (E)D

(E)D (E)D

(E)D

(E)D

(E)D

(E)D

1

1

1

1

1

1

1

1

CUT &CAP

CUT & CAP

(E)FD

(E)FD(E)FD

(E)FD

(E)FD

2

2

2

2

2

2

2

2 2

2

2

2

2

2

3 3 3

3

CUT

4

4

(E)G

(E)G

(E)G

(E)2

0Ø S

A

(E)2

2Ø S

A

(E)2

4Ø S

A

(E)2

2Ø S

A

(E)24Ø SA

(E)22Ø SA

(E)1

6Ø S

A

(E)2

0Ø S

A(E

)20Ø

SA

(E)2

4Ø S

A(E

)24Ø

SA

(E)24Ø SA

(E)2

4Ø S

A

(E)16Ø SA(E)22Ø SA

(E)2

2Ø S

A

(E)VBR-D9

(E)VBR-D9.1

(E)VBR-D8

(E)12/10 SA

(E)VBR-D10

(E)14/10 SA

(E)12/10 SA

VBR-D10730 CFM

VBR-D9650 CFM

VBR-D9.1160 CFM

VBR-D8330 CFM

CA

P

5

5

04A

04A

#SHEET HISTORY:

?

? - #


402 477.9291 Fax 402 477.6542


Fairway, Kansas



Architecture


ISSUED

TCEP No.: 143-042-15


Hospitality Remodel

Phase 3, Project 8

Food Service / HospitalityHVAC Demolition Plan

M8.11


November 28, 2016


SCALE: 1/8" = 1'-0"

FIRST FLOOR HVAC DEMOLITION PLAN PHASE 3 - FOOD SERVICE / HOSPITALITY

GENERAL NOTES:

1. ITEMS IN DASHED, HEAVY LINEWEIGHT ARE ITEMS TO BE REMOVED. ITEMS IN LIGHT LINEWEIGHT ARE EXISTING TO REMAIN.

2. THE OWNER HAS THE RIGHT TO RETAIN ALL SALVAGEABLE MATERIALS. ANY MATERIALS THE OWNER CHOOSES NOT TOACCEPT SHALL BE REMOVED FROM THE SITE AND DISPOSED OF BY THE CONTRACTOR.

KEYED NOTES:

1 REMOVE EXISTING DUCTWORK, DIFFUSERS, AND ALL ASSOCIATED ACCESSORIES.

2 REMOVE EXISTING THERMOSTATS AND ALL ASSOCIATED ACCESSORIES.

3 CUT IN A MANNER TO FACILITATE RECONNECTION OF EXISTING DUCT TO NEW DUCT.

4 EXISTING SA DUCT TO BE REMOVED DURING A FUTURE RENOVATION.

5 REMOVE EXISTING WALL REGISTER IN A MANNER A NEW REGISTER CAN BE CONNECTED, EXISTING FIRE DAMPER TO REMAIN.

A - 04 12/12/2016 ADDENDUM #04

04A

J

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8.47.3

1 2

2

1

REMOVE AND CAP EXISTINGCW PIPING AT MAIN

PERIMETER HEATING LOOP PIPINGTO BE REMOVED & RELOCATEDABOVE NEW CEILING

REMOVE (E)W IN WALLBACK TO CUT LINE

CUTCUT 3

3

3

CAP BELOW FLOORSANITARY LINE

4

CUT

CUT

CLOSE VALVES DURING DEMO

CLOSE VALVES

DEMO HYDRONIC PIPING

PERIMETER HEATING LOOP PIPINGTO BE REMOVED & RELOCATEDABOVE NEW CEILING

CUT

CUT

(E)2

" W

OPEN VALVE AFTER DEMO

5

04A

#SHEET HISTORY:

?

? - #


402 477.9291 Fax 402 477.6542


Fairway, Kansas



Architecture


ISSUED

TCEP No.: 143-042-15


Hospitality Remodel

Phase 3, Project 8

Food Service / HospitalityPiping Demolition Plan

M8.12


November 28, 2016


SCALE: 1/8" = 1'-0"

FIRST FLOOR PIPING DEMOLITION PLAN PHASE 3 - FOOD SERVICE / HOSPITALITY

GENERAL NOTES:

1. ITEMS IN DASHED, HEAVY LINEWEIGHT ARE ITEMS TO BE REMOVED. ITEMS IN LIGHT LINEWEIGHT ARE EXISTING TO REMAIN.

2. THE OWNER HAS THE RIGHT TO RETAIN ALL SALVAGEABLE MATERIALS. ANY MATERIALS THE OWNER CHOOSES NOT TO ACCEPT SHALLBE REMOVED FROM THE SITE AND DISPOSED OF BY THE CONTRACTOR.

KEYED NOTES:

1 REMOVE EXISTING SINK AND ALL ASSOCIATED ACCESSORIES.

2 REMOVE EXISTING LAVATORY, WATER CLOSET, AND ALL ASSOCIATED ACCESSORIES.

3 EXISTING UNDERFLOOR WASTE TO BE ABANDONED. CONTRACTOR TO CUT AND REMOVE WHERE NECESSARY DURING CONSTRUCTION.

4 REMOVE PORTION OF EXISTING SANITARY ABOVE FLOOR AND RECONNECT (E)2" SANITARY TO SANITARY IN NEW CONSTRUCTION.

5 REMOVE WATER HEATER AND ALL ASSOCIATED ACCESSORIES IN THEIR ENTIRETY.

A - 04 12/12/2016 ADDENDUM #04

04A

FA

CP

F

F

F

F

F

F

F

F

F

F

F

F

F

F F

F

F F F F

F

F

F

F

F

T

T

T

T

T

T

T

T

T

T

TT

T

T

T

T

T

T

T

T

TT

C

T

T

J

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Q.1

8.47.1 7.3

W.I.F. / W.I.C.

D2

TEACHING LAB 'B'

D3

CORRIDOR

H - SOUTH

DRY STORAGE

D2C

WARE WASH

D5B

EXG CLASSRM

D10

E.L. CLASSRM.

D8

OFFICE

D9.1

STORE RM

D8B

STORE RM

D8B.1

OPEN OFFICE

D9

LOBBY

D7

HOST

D7C

WAIT

D6A

DINING RM.

D6

WAIT

D5E

CHEF'S LINE

D5

LINEN

D5A

COOK LINE

D5F

PREP

D5D

STORAGE

D5C

SALES COUNTER

E67

CAP

CAP

DEMO CLASSRM

D1D

LOCKERS

D2A

CORRIDOR

D1C

CUST.

D1B

DRY STOR.

D1A

BAKERY LAB

D1CORRIDOR

D3A

TEACHING LAB 'A'

D4

CORRIDOR

D3BCORRIDOR

D7D

VESTIBULE

D7G

PANTRY

D1E

I.T./DATA

D2B

KH-229LKH-229R

KH-226RKH-226L

KH-214LKH-214R

KH-202L

KH-202R

KH-213R

KH-213L

KH-222

KH-DISH

KH-219C

KH-219D

KH-219B

KH-219A

40/18 COA 18/18 COA

46/2

2 S

A

32/18 COA

22/1

4 C

OA

32/1

4 C

OA

16Ø

CO

A

22/14 COA

16/1

2 S

A

14/1

0 C

OA

34/16 SA

38/18 COA

14/10 SA

14Ø

SA

14/12 COA

16/12 SA

MECH. RM.

D7H

14Ø

EA

VB-D1D1890 CFM

D-2

95012Ø

D-1

30010Ø

D-1

30010Ø

D-1

30010Ø

D-1

30010Ø

VBR-D1D1300 CFM

12Ø EA 12Ø EA

D-2

109512Ø

D-2

109512Ø

VB-D12190 CFM

D-1

2108Ø

D-1

2108ØD-1

2108Ø

D-1

2108Ø

9Ø S

A

VBR-D1850 CFM

VBR-D1A125 CFM

D-1

1256Ø

4Ø S

A

8Ø SA

VBR-D3A400 CFM

D-1

1006Ø

VBR-D3740 CFM

D-1

1858Ø

D-1

1858Ø

D-1

1858Ø

D-1

1858Ø

D-2

145012ØD-2

145012Ø

D-2

145012Ø

D-2

122012Ø

D-2

122012Ø

D-1

1006Ø

D-2

121012Ø

D-2

121012Ø

D-1

1858Ø

D-1

1858Ø

D-1

1858Ø

D-1

1858Ø

VBR-D4740 CFM

D-2

113012Ø

D-2

113012Ø

D-2

113012Ø

D-1

1006Ø

VBR-D2B700 CFM

9Ø SA 12/10 COA

24/10R-2

700

VBR-D2C125 CFM

D-1

1256Ø

4Ø SA

9Ø SA

9Ø SA

10Ø SA

VBR-D5B1000 CFM

D-3

5008Ø

D-3

5008Ø

12Ø SA

VBR-D51250 CFM D-1

2508Ø

D-1

2508Ø

D-1

2508Ø

D-2

94012Ø

D-2

94012Ø

D-1

2508Ø

D-1

2508Ø

D-2

124012Ø

D-2

124012Ø

6Ø UP TOROOF CAP

EF-D1B

6Ø UP TOROOF CAP

EF-D8C

D-54'-0"135

D-54'-0"135

D-54'-0"135

D-54'-0"135 R-4

4'-0"135

D-54'-0"135

D-54'-0"135

D-54'-0"135

D-54'-0"135

16Ø SA12Ø SA

16Ø SA

D-428'-0"585

6Ø SATYP. 7

12Ø SA

14/14 SA

CORRIDOR

H - EAST

VBR-H-E1830 CFM

9Ø S

A

10Ø SA

10Ø SA

12/1

2 S

A

VBR-H-S720 CFM

(E)D10Ø360

(E)D10Ø360

2

M8.24

18/8R-1

365

18/8R-1

365

18/8R-1

365

UNISEX

D7F

14/14 SA

D-1

1006Ø

10/6R-2

140

12/8R-2

200

D-1

36010Ø

16Ø

SA

FSD-1

44/34 TODOPNG

8Ø SA

8Ø SA

30/8 TODOPNG

30/16 RA

OPEN TOPLENUM

6Ø S

A

8/6R-2

10014Ø

SA

30/22 RA

30/10 TODOPNG

30/14 TOD OPNG

24/10R-3

24/10 TODOPNG

24/12 TOD OPNG

24/12 RA OPENTO PLENUM

OPEN TOPLENUM

44/16 RA OPEN TOPLENUM (BELOW)

46/22 SA (ABOVE)44/16 RA (BELOW)

44/1

6 R

A

PROVIDE MINIMUM 12 SF FREE AREA OPENINGIN WALL ABOVE CEILING FOR RETURN AIRPATH. SEE ARCHITECTURAL SHEETS.

VB-D5-13720 CFM

16Ø

CO

A

D-1

1006Ø

12/12 SA

VBR-D7800 CFM

VBR-D28B1100 CFM

9Ø SA

12Ø SA

D-2

124012Ø

24/1

6 C

OA

14Ø

CO

A

40/18 COA UP TOMAU-4 ON ROOF



G-16/6

G-118/18

G-118/18

G-118/18

G-122/22

G-118/18

36/12R-3

36/12 TOD OPNG

D-1

1256Ø

VBR-D8B200 CFM

5Ø S

A

10/6R-2

75

8/8

SA

EH-1

S 1

2 TYP. 9

FIRE SAFETYANSUL CABINET

3

FSD-1

FSD-1

FSD-1

6Ø EA

16Ø EA16Ø EA

22Ø EA UP TOEF-202 ON ROOF

12Ø EA 12Ø EA



12Ø EA 12Ø EA

14/10 SA

16Ø

EA

14Ø EA


14Ø

EA

16Ø EA

20Ø EA UP TOEF-219-1 ON ROOF

10Ø EA

10Ø

EA

16Ø EA UP TOEF-219-2 ON ROOF



10Ø EA UPTO EF-DISHON ROOF

46/22 SA UP TORTU-1 ON ROOF

44/32 RA UPTO RTU-1ON ROOF VBR-D6

1800 CFM

D-2

95012Ø

18/16 COA

46/1

6 S

A34

/16

SA

12/8 SA14Ø SA

G-118/18

R

12Ø SA

4

5

5

(E)2

0Ø S

A

(E)2

2Ø S

A

(E)2

0Ø S

A(E

)24Ø

SA

(E)2

4Ø S

A

(E)24Ø SA

(E)2

4Ø S

A(E

)24Ø

SA

(E)22Ø SA

(E)14/10 SA

(E)12/10 SA

(E)12/10 SA(E)VBR-D8

(E)VBR-D9.1

(E)VBR-D9

(E)VBR-D10

(E)16Ø SA

(E)1

6Ø S

A

UNI-STRUT MOUNTINGSTRUCTURE FOREXHAUST FAN VFDs

(E)29/8 SA

(E)4

8/6

SA

FIRE SAFETYANSUL CABINET

VB-D5-21880 CFM

(E)D12Ø

T-STAT TOVBR-D6

T-STAT TOVBR-D7

T-STAT TOVBR-D28B

T-STAT TOVBR-D5

T-STAT TOVBR-D5B

T-STAT TOVBR-D4

T-STAT TOVBR-D2C

T-STAT TOVBR-D2B

T-STAT TOVBR-D3

T-STAT TOVBR-D1A

(E)T-STATTO VBR-H-S

T-STAT TOVBR-D1

T-STAT TOVBR-D1D

(E)T-STATTO VBR-H-E

3Ø FLUE AND CAUP THRU ROOF

HOUSEKEEPING PAD

CO2

TYP.

FSD-1

38/20 COA 38/20 COA


ANSULCABINET

R-124/10915CONTRACTOR TO VERIFYSIZE PRIOR TO ORDERING

R-124/10915CONTRACTOR TO VERIFYSIZE PRIOR TO ORDERING

04A

04A

AIR BALANCE SCHEDULE NOTES

REMAINING

ROOM EXHAUST MAKE-UP AIR MAKE-UP MAKE-UP AIR

SERVING ROOM AIR SUPPLIED REQUIRED

D3 7,532 MAU-1 6,800 732

D4 6,441 MAU-2 5,800 641

D1 2,435 MAU-3 / VB-D1 2,190 245

D1D 2,100 MAU-3 / VB-D1D 1,890 210

D5E 4,132 MAU-4 / VB-D5-1 3,720 412

D5D 2,085 MAU-4 / VB-D5-2 1,880 205

OUTSIDE AIR

TOTAL TOTAL DIFFERENCE

RTU-1 2,445 3,300 855 RTU-1 SERVES THE CULINARY AREA. THE OUTSIDE AIR DAMPER

AND EXHAUST FAN WILL MODULATE TO MAINTAIN

SPACE NEUTRAL TO 5% POSITIVE PRESSURE THROUGHOUT

*ALL NUMBERS ARE IN CFM

#SHEET HISTORY:

?

? - #


402 477.9291 Fax 402 477.6542


Fairway, Kansas



Architecture


ISSUED

TCEP No.: 143-042-15


Hospitality Remodel

Phase 3, Project 8

Food Service / HospitalityHVAC Plan

M8.13


November 28, 2016


SCALE: 1/8" = 1'-0"

FIRST FLOOR HVAC PLAN PHASE 3 - FOOD SERVICE / HOSPITALITY

GENERAL NOTES:

1. CONTROLS TO BE BY JCI. COORDINATE INTEGRATION OF THE NEW EQUIPMENT INTO THE CURRENT BUILDING MANAGEMENT SYSTEM.

KEYED NOTES:

1 PROVIDE SPACE DIFFERENTIAL PRESSURE SENSOR TO MAINTAIN A NEUTRAL TO 0.05" ADJ. POSITIVE PRESSURE SETPOINT. COORDINATE WITH TEMPERATURECONTROLS CONTRACTOR.

2 LINEAR DIFFUSER TO BE INSTALLED INTEGRAL TO WOOD CEILING SYSTEM. FACE OF DIFFUSER SHALL BE FLUSH WITH CEILING. SEE ARCHITECTURAL SHEETS.COORDINATE WITH GENERAL CONTRACTOR.

3 OPENING IN WALL TO WARE WASH TO REMAIN OPEN FOR RETURN AIR PATH.

4 ROUTE REMOTE DAMPER OPERATOR TO LOCATION WHERE IT CAN BE ACCESSED.

5 ALL EXPOSED DUCTWORK, DIFFUSERS, AND ACCESSORIES SHALL BE PAINTED IN DINING AREA. COORDINATE COLOR WITH ARCHITECT.

A - 03 12/07/2016 ADDENDUM #03

A - 04 12/12/2016 ADDENDUM #04

J

131110987

P

L

Q

15

VB

VEQ

VB.9

V7

N

Q.5

Q.1

8.47.1 7.3

EF-202

EF-219-1

EF-DISH

EF-222

EF-213

10' - 0"

MAINTAIN 10'-0"CLEARANCE FROMEDGE OF ROOF (TYP.)

EF-219-2

EF-229

EF-226

EF-214

4" VTR

4" VTR

4" VTR

4" VTR

4" VTR

4" VTR

6Ø EA TOROOF HOOD

6Ø EA TOROOF HOOD

3Ø CA, 3Ø FLUE

RD-1 OD-1

1" G

1" G

1" G

3/4" G

1 1/4" CD

1 1/4" CD

1 1/4" CD

2

1

1

1

1 1/4" CD

1

1" G

ROOF HATCHACCESS

1

1 1/4" CD

RH-1 04A

RTU-1

MAU-4

MAU-2

MAU-1

MAU-3

#SHEET HISTORY:

?

? - #


402 477.9291 Fax 402 477.6542


Fairway, Kansas



Architecture


ISSUED

TCEP No.: 143-042-15


Hospitality Remodel

Phase 3, Project 8

Food Service / HospitalityMechanical Roof Plan

M8.14


November 28, 2016


SCALE: 1/8" = 1'-0"

MECHANICAL ROOF PLAN PHASE 3 - FOOD SERVICE / HOSPITALITY

GENERAL NOTES:

1 EXISTING STORM DRAINS ARE NOT SHOWN. ROUTE CONDENSATE PIPING FROM RTU TO NEAREST DRAIN.

2 W.I.C./W.I.F. CONDENSING UNITS BY KITCHEN EQUIPMENT MANUFACTURER. INSTALL ON 18" ROOF CURB AND ROUTEREFRIGERANT LINES THROUGH ROOF PENETRATION, SEE DETAILS. PROVIDE ALUMINUM JACKET ON EXPOSED LINE SETS,SUPPORT ON COOPER DURABLOCK OR EQUAL.

A - 03 12/07/2016 ADDENDUM #03

A - 04 12/12/2016 ADDENDUM #04

812

404

809

809

211

212

103

209

225

314

317

318

806

807 608

207

208

319

818

202

100

101

814

303

303

303

703

301

301

303

809

229

803 803

809

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803

803

803

803

808

808

607

801

815

803

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808

808

801

716

716

711

710

712

702

720

609

606A

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601

311

311

808

803

309

827

210

822

219

201 204 205 206 201

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810

810

500

702

805

820

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810

810

830

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201201 211 214

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400

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713 713 713 713 713 714

314

410

411

sheet panslides coordi.w/ TCEP

needhoodsizes

838?

WALK-IN COOLER AND FREEZER

CONDENSING UNITS TO BE

LOCATED ON ROOF OF BUILDING

ABOVE WIC/F

PUT IN NOTES INSTEAD?

MagnaWave

13111098

P

L

Q

N

Q.5

Q.1

8.47.1 7.3

(E)6

" S

DEMO CLASSRM

D1D

DRY STORAGE

D2C

WARE WASH

D5B

STORAGE

D5C

PREP

D5D

CHEF'S LINE

D5

TEACHING LAB 'B'

D3

CORRIDOR

H - SOUTH

EXG CLASSRM

D10

E.L. CLASSRM.

D8

OFFICE

D9.1

STORE RM

D8B

STORE RM

D8B.1

OPEN OFFICE

D9

LOBBY

D7

HOST

D7C

WAIT

D6A

DINING RM.

D6

WAIT

D5E

LINEN

D5A

COOK LINE

D5F

TEACHING LAB 'A'

D4

CORRIDOR

D7DCORRIDOR

D3B

CORRIDOR

D7E

VESTIBULE

D7G

BAKERY LAB

D1

WIC/WIF

D31

PANTRY

D1E

I.T./DATA

D2B

LOCKERS

D2A

DRY STOR.

D1A

CUST.

D1B

CORRIDOR

D1C

CORRIDOR

D3A

1 1/

4" H

W

3/4" CW

1" CW1 1/4" HW 1" HW

3/4"

HW

C

3/4" HW1" CW

3/4"

CW

3/4" CW3/4" HW3/4" HWC

1" G

1/2" G

1 1/4" G

1" G

1" G

1 1/2" V

2" V

2" V

1 1/2" V

2" V

1 1/2" V

1 1/2" V

1 1/2" V

1" G

1" G

1" H

WC

2" FS-1

2" FS-1

2" FS-1

3" FS-1

3" FS-1

2" SD-116'-0"

2" FS-1

2" FS-1

2" FS-1

3" FS-1

2" FS-1

3" FS-1

2" FS-1 2" FS-1

3" FS-1

2" FS-1 2" FS-1

3" FS-1

2" FS-1

2" FD-1

2" FD-1

2" FD-1

2" FD-1

2" FD-1

2" FD-1

2" FD-1

2" FD-1

3" FS-1

2" FS-1

MECH. RM.

D7H

2

M8.241 1/2" V

GWH-3

GWH-2

GWH-1

WS-1

BRINE TANK

4" FS-1

4" FD-2

1 1/2" V DN

1/2" HW/CW DN

1 1/2" V DN1/2" HW/CW DN

3/4" G1 1/4" G DN

3/4" FW DN

1 1/2" V DN

3/4" G

1 1/2" G DN

1 1/2" V DN

1 1/2" V

1 1/2" V DN

1 1/2" V DN

1 1/2" V DN3/4" CW/HW DN

1/2" HW/CW DN 1 1/2" V DN

3/4"

HW

1/2"

HW

1/2"

CW

1 1/4" CW1 1/4" HW

3/4" HWC

1 1/2" V DN

1 1/2" V DN

1 1/

2" V

1/2"

HW

1/2"

CW

4" VTR

1 1/2" V DN

3/4" HW/CW DN

1 1/2" V DN

1 1/2" V DN

1 1/2" V DN

1/2" CW

1/2" HW

1 1/2" G DN1/2" FW DN

1/2" FW DN 1/2" FW DN

1 1/2" V DN

2" V UPTO 4" VTR

1 1/2" V DN1 1/2" V DN1 1/2" V DN

1 1/2" V DN

3/4" HW/CW DN

1 1/

2" G

4" VTR

1 1/2" V DN

1 1/2" V IN WALL3/4" HW/CW DN

3/4" CW DN

1 1/2" V DN

3/4" CW/HW DN

3/4" CW/HW DN1 1/2" V DN

1 1/2" V DN

1 1/2" V DN

1 1/2" G DN

3/4"

HW

C1"

HW

1" C

W

1 1/2" V1 1/2" V

4" VTR

2" V

2 1/2" G

3/4"

G

1/2"

CW

1/2"

HW

1/2"

CW

1/2"

HW

2" V2" V

3" VTR

4" S DN

4" DSN-1

4" OS UP

2 1/

2" C

W1"

G

CONNECT NEW 2" WTO (E)W IN WALL

(E)2

" W

(E)1/2" CW

(E)1 1/2" V

CONNECT NEW1 1/2" V TO (E)V

CONNECT NEW1/2" CW TO (E)CW

1 1/2" V

2" V

1 1/

2" V

1 1/2" V

1 1/2" V DN

HWC-1CL-1

DET-1

3/4" G DN TOWATER HEATERS

2" HW DN TOWATER HEATERS

2" SCW DN TOWATER HEATERS

1" HWC DN TOWATER HEATERS

2 1/2" CW

3" CW

2" SCW3" BFP-1

3" CW DN

2" V DN

2" V DN

3/4" WH-1

3/4"

CW

HWCP-1

3/4" G

1" G

MAU-3ON ROOF

MAU-1ON ROOF

MAU-2ON ROOF

RTU-1ON ROOF

1" G UP TOMAU-3 ON ROOF

3/4" G UP TORTU-1 ON ROOF



2 1/

2" G

1 1/

4" C

W2"

G

1 1/

2" V

2" H

W

FIRE SERVICEBFP-2

3/4"

HW

C1"

HW

1" C

W

1 1/2" V DN

2" V

1/2" CW DN

3/4"

FW

3/4"

CW

3/4"

HW

1.0 GPM

1

1

1

1

1

1

1

1

1/2"

HW1/

2" C

W

0.5 GPM2" V

2" V

3/4" HW/CW DN

2" V 1 1/2" V DN

1 1/2" V DN

0.5 GPM

1/2" HW

1 1/2" V DN

2" V DN

1 1/4" CW DN MSB-1

CS-1

KS-11 1/2" V

1 1/

2" V

1 1/2" V DN

2.0 GPM

1 1/2" V DN

1/2"

CW

1/2"

HW

MSB-1

2

1 1/

2" V

2" V

2" V

1 1/2" G DN

1" G

1" G

2" G1 1/4" G1" G

1 1/

2" G

2" G

3/4" G DN

1 1/2" G DN

1/2" CW DN

1/2"

CW

2" V

3/4" CW

3/4" HW

3/4" CW

3/4" HW

4" RD-1 4" OD-1

2" CW

HOUSEKEEPING PAD

4" OS

4" S

1/2" HW

3/4" CW2 1/2" CW

2" HW1" HWC

1 1/2" CW1 1/2" HW

3/4" HWC

2" C

W1

1/2"

HW

3/4"

HW

C

3/4" HW3/4" CW

1 1/2" V

2" V

1 1/

2" C

W1

1/2"

HW

2" C

W1

1/2"

CW

1 1/2" CW1 1/2" HW

3/4" HWC

4" VTR

(E)KS

3/4" HWC1 1/4" HW1 1/4" CW

3/4"

CW

3/4"

HW

1 1/4" CW

3/4" FW 3/4" FW 1/2" FW

3/4"

CW

3/4"

CW

1/2"

HW

3/4" CW &3/4" FW DN

3/4" CW

1 1/

2" C

W1

1/2"

HW

3/4"

HW

C

3/4"

HW

C3/

4" H

W3/

4" C

W

3/4" CW/HW DN

3/4" HW1" CW

3/4" HWC

COORDINATE PIPEROUTING WITH DUCTWORK

1" G

1" G UP TO MAU-2

MAU-2ON ROOF

1/2" HW

04A

3/4"

CW

3/4" CW UP TORH-1 ON ROOF

04A

#SHEET HISTORY:

?

? - #


402 477.9291 Fax 402 477.6542


Fairway, Kansas



Architecture


ISSUED

TCEP No.: 143-042-15


Hospitality Remodel

Phase 3, Project 8

Food Service / HospitalityPlumbing Plans

M8.16


November 28, 2016


SCALE: 3/16" = 1'-0"

FIRST FLOOR PLUMBING PLAN PHASE 3 - FOOD SERVICE / HOSPITALITY

KEYED NOTES:

1 SOLENOID VALVE PROVIDED BY HOOD ANSUL SYSTEM CONTRACTOR AND INSTALLED BY PLUMBING CONTRACTOR.

2 GAS SERVICE PROVIDED BY BLACKHILLS ENERGY. PROVIDE A GAS METER WITH A PULSE CONTACT TO MONITOR USAGE THROUGH THE BMS.

A - 03 12/07/2016 ADDENDUM #03

A - 04 12/12/2016 ADDENDUM #04

13111098

P

L

Q

15

VB

VEQ

V7

N

Q.5

Q.1

8.47.3

DEMO CLASSRM

D1D

DRY STORAGE

D2C

WARE WASH

D5B

STORAGE

D5C

PREP

D5D

CHEF'S LINE

D5

TEACHING LAB 'B'

D3

CORRIDOR

H - SOUTH

EXG CLASSRM

D10

E.L. CLASSRM.

D8

OFFICE

D9.1

STORE RM

D8B

STORE RM

D8B.1

OPEN OFFICE

D9

LOBBY

D7

HOST

D7C

WAIT

D6A

DINING RM.

D6

WAIT

D5E

LINEN

D5A

COOK LINE

D5F

SALES COUNTER

E67

TEACHING LAB 'A'

D4

CORRIDOR

D7D CORRIDOR

D3B

CORRIDOR

D7E

VESTIBULE

D7G

BAKERY LAB

D1

WIC/WIF

D31

PANTRY

D1E

I.T./DATA

D2B

LOCKERS

D2A

DRY STOR.

D1A

CUST.

D1B

CORRIDOR

D1C

CORRIDOR

D3A

VBR-D7

1.5 GPM

VBR-D6

5.0 GPM

VBR-D5

3.0 GPM

VBR-D5B

1.0 GPM

VBR-D4

1.5 GPM

VBR-D2C

1.0 GPM

VBR-D2B

0.5 GPM

VBR-D3A

1.0 GPM

VBR-D1D

2.0 GPM

VBR-D1

1.5 GPM

VBR-D1A

0.5 GPM

VBR-D3

1.5 GPM

VBR-D28B

1.0 GPM

VBR-H-S

1.0 GPM

VBR-H-E

1.5 GPM

(E)4

" H

WS

(E)4

" H

WR

3/4" HWR3/4" HWS 3/

4" H

WS

3/4"

HW

R

3/4"

HW

S3/

4" H

WR 3/4"

HW

S3/

4" H

WR

3/4"

HW

R3/

4" H

WS

3/4" HWS3/4" HWR

3/4" HWR3/4" HWS

3/4" HWS3/4" HWR

3/4" HWS3/4" HWR3/4" HWS3/4" HWR

3" HWS3" HWR

RELOCATED HEATING PERIMETERLOOP ABOVE CEILINGS, INSULATEPER SPECIFICATIONS

RECONNECT PERIMETERHEATING PIPING TO EXISTINGPIPING WHERE CUT

RECONNECTPERIMETER HEATINGPIPING TO EXISTINGPIPING WHERE CUT

CAP

CONNECT NEW 1 1/2"HWS/R TO (E)1 1/2" HWS/R

3" HWS3" HWR

(E)1

1/2

" H

WR

(E)1

1/2

" H

WS

(E)1

" H

WR

(E)1

" H

WS

3" H

WS

3" H

WR

3" H

WS

3" H

WR

3" CAPPEDFOR FUTURE

3/4"

HW

S3/

4" H

WR

VBR-D8B

0.5 GPM

REMOTE FIRE SUPPRESSION CABINETS ABOVE FORKH-219A,B,C,D. ROUTE PIPING ABOVE CEILING TO HOODS.

1

1

1

RELOCATED HEATING PERIMETERLOOP ABOVE CEILINGS, INSULATEPER SPECIFICATIONS

2

REMOTE FIRE SUPPRESSIONCABINET FOR KH-222. ROUTEPIPING ABOVE CEILING TO HOOD.

MARVEL CONTROL PANEL BELOW TO SERVEKH-219A,B,C,D AND ASSOCIATED FANS

1

(E)VBR-D8

(E)VBR-D9.1

(E)VBR-D9

(E)VBR-D10

MARVEL CONTROL PANEL TO SERVEBAKING LAB AND DEMO CLASSROOM

MARVEL CONTROL PANELTO SERVE TEACHING LAB 'A'

MARVEL CONTROL PANELTO SERVE TEACHING LAB 'B'

3

(E)1 1/4" HWS

(E)1 1/4" HWR

(E)1 1/2" HWR

6" C

WS

6" C

WR

4" H

WR

4" H

WS

TO MECHANICALV-SECTIONPENTHOUSE

TO EXISTINGB-SECTIONMECHANICALROOM

(E)1 1/2" HWR

REMOTE FIRE SUPPRESSION CABINETFOR KH-213L AND KH-213R. ROUTEPIPING ABOVE CEILING TO HOOD.

3" H

WS

3" H

WR

CLOSE NEW VALVE TOISOLATE V-SECTIONMECHANICAL ROOMFROM B-SECTIONMECHANICAL ROOM

SEE SHEET M8.24 FORCONTINUATION OF HWSR PIPING

04A

T

04A

#SHEET HISTORY:

?

? - #


402 477.9291 Fax 402 477.6542


Fairway, Kansas



Architecture


ISSUED

TCEP No.: 143-042-15


Hospitality Remodel

Phase 3, Project 8

Food Service / HospitalityPiping Plans

M8.17


November 28, 2016


SCALE: 3/16" = 1'-0"

FIRST FLOOR HYDRONIC PIPING PLAN PHASE 3

- FOOD SERVICE / HOSPITALITY

GENERAL NOTES:

1. MECHANICAL CONTRACTOR TO VERIFY (E)HWS/R PIPING PRIOR TO TAPPINGSERVICE. COORDINATE ALL SHUTDOWNS WITH OWNER.

KEYED NOTES:

1 MECHANICAL CONTRACTOR TO LOCATE MARVEL CONTROL PANEL IN THISGENERAL LOCATION. COORDINATE HEIGHT WITH HOOD MANUFACTURER.INTEGRATE CONTROL PANEL INTO BUILDING MANAGEMENT SYSTEM THROUGHBACNET INTERFACE.

2 PROVIDE A UNI-STRUT OR EQUAL EQUIPMENT MOUNTING APPARATUS TO INSTALLTHE VFD'S ON. MAINTAIN CLEARANCE AROUND DIVISION 26 EQUIPMENT.

3 2 1/2" HYDRONIC HEATING WATER BYPASS. PROVIDE PRESSURE INDEPENDENTCONTROL VALVE WITH ADDITIONAL DP SENSOR STATION. COORDINATE WITH T.C.C.TO SET DIFFERENTIAL PRESSURE TO ALLOW BYPASS FLOW. MODULATE PRESSUREINDEPENDENT VALVE TO MAINTAIN HWS TEMPERATURE +/- A USER DEFINEDOFFSET.

A - 03 12/07/2016 ADDENDUM #03

A - 04 12/12/2016 ADDENDUM #04

04A

AREA 3

AREA 3

AREA 3

AREA 3

AREA 3

AREA 3

AREA 2

AREA 2

AREA 2

AREA 1

AREA 4

1

1

1

1

1

1

1 1

2 TYPICAL

ZO

NE

2 (F

UT

UR

E)

ZO

NE

3 (F

UT

UR

E)

ZONE 1

FIRE SERVICE ENTRY

REMOTE FIRE SUPPRESSION CABINET FOR KH-219A,B,C,DROUTE PIPING ABOVE CEILING TO HOODS

FIRE DEPARTMENT CONNECTION

3

REMOTE FIRE SUPPRESSIONCABINET FOR KH-222. ROUTEPIPING ABOVE CEILING TO HOOD.

AREA 3

4

5

W.I.F. / W.I.C.

D2

TEACHING LAB 'B'

D3

H - SOUTH

DRY STORAGE

D2C

WARE WASH

D5B

EXG CLASSRM

D10

E.L. CLASSRM.

D8

OFFICE

D9.1

STORE RM

D8BSTORE RM

D8B.1

OPEN OFFICE

D9

LOBBY

D7

HOST

D7CWAIT

D6A

DINING RM.

D6

WAIT

D5E

CHEF'S LINE

D5

LINEN

D5A

COOK LINE

D5FPREP

D5D

STORAGE

D5C

TEACHING LAB 'A'

D4

CORRIDOR

D7DCORRIDOR

D3B

CORRIDOR

D7E

VESTIBULE

D7G

DEMO CLASSRM

D1D

BAKERY LAB

D1

WIC/WIF

D31

PANTRY

D1E

I.T./DATA

D2B

LOCKERS

D2A

DRY STOR.

D1A

CUST.

D1B

CORRIDOR

D1C

CORRIDOR

D3A

ENTRY

D7A

CORRIDOR

H - EAST

COOKS LINE

D5G

UNISEX

D7F

MECH. RM.

D7H

COATS

D7B

04A

FIRE SUPPRESSION REQUIREMENTS

AREA(S) SPRINKLER SYSTEM NFPA SPRINKLER APPROX. AREA NOMINAL SPRINKLER SPRINKLER

AREA: SERVED: ZONE: TYPE: HAZARD CLASS.: (SQFT): TEMPERATURE RATING: TYPE: REMARKS:

1 SEE PLANS ZONE 1 WET PIPE LIGHT HAZARD - SEE PLANS 155 DEG. F QUICK-RESPONSE 1,2,3,4,5,6

WET PIPE CONCEALED HEAD

COORDINATE COLOR WITH ARCHITECT

2 SEE PLANS ZONE 1 WET PIPE LIGHT HAZARD - SEE PLANS 155 DEG. F QUICK-RESPONSE 1,2,3,4,5

WET PIPE CONCEALED HEAD

3 SEE PLANS ZONE 1 WET PIPE ORDINARY HAZARD - SEE PLANS 155 DEG. F QUICK-RESPONSE 1,2,3,4,5

GROUP 1 (SEE NOTE 3) CONCEALED HEAD

WET PIPE

4 SEE PLANS ZONE 1 WET PIPE ORDINARY HAZARD - SEE PLANS 155 DEG. F QUICK-RESPONSE 1,2,3,4,5

GROUP 1 (SEE NOTE 3) UPRIGHT HEAD

WET PIPE

REMARKS:

1. WHERE A LAY-IN CEILING IS INSTALLED THE SPRIKLERS ARE TO BE LOCATED IN THE CENTER OF THE LAY-IN CEILING TILE AND THE PIPING TO BE

ABOVE THE LAY- IN TILE CEILING.

2. PROVIDE SPRINKLER HEAD GUARDS IN WAREHOUSE, MECHANICAL ROOMS, HIGH TRAFFIC AREAS AND WHERE SPRINKLERS ARE LOWER THAN 7'-6".

PROVIDE UPRIGHT SPRINKLER HEAD IN AREAS THAT DO NOT HAVE A CEILING.

3. PROVIDE 175 DEG. F SPRINKLERS IN MECHANICAL ROOMS, ELECTRICAL ROOMS, AND EQUIPMENT SERVICE AREAS.

PROVIDE 165 DEG. F SPRINKLERS WITH "RED" BULB IN ELEVATOR SHAFT & ELEVATOR EQUIPMENT ROOM.

4. PROVIDE TOP TAKE-OFF OR A RETURN BEND ON ALL BRANCH TAKE-OFFS TO FIRE SPRINKLERS, TYPICAL.

5. THE SPRINKLER TYPE LISTED IN THE SCHEDULE IS THE PREFERRED TYPE, IF THE PREFERRED TYPE WILL NOT MEET NFPA 13 REQUIREMENTS IT SHALL

BE THE RESPONSIBILITY OF THE FIRE SUPPRESSION CONTRACTOR TO MAKE THE NECESSARY CHANGE TO MEET THE CODE REGULATION AT NO ADDITIONAL

COST TO THE OWNER, TYPICAL.

6. COORDINATE COLOR WITH ARCHITECT, IN THIS AREA THERE IS A UNIQUE CEILING INSTALLATION, PROTECTION WILL BE REQUIRED ABOVE AND BELOW. THE ARCHITECT

WOULD LIKE TO SELECT THE FINAL SPRINKLER HEAD COLOR. INSTALL FIRE SPRINKLER FLUSH WITH CEILING.

#SHEET HISTORY:

?

? - #


402 477.9291 Fax 402 477.6542


Fairway, Kansas



Architecture


ISSUED

TCEP No.: 143-042-15


Hospitality Remodel

Phase 3, Project 8

Food Service / HospitalityFire Suppression Plan

M8.18


November 28, 2016


SCALE: 3/16" = 1'-0"

FIRST FLOOR FIRE SUPPRESSION PLAN PHASE 3 - FOOD SERVICE / HOSPITALITY

GENERAL NOTES:

1. SEE SHEET M8.20 FOR FUTURE PHASING PLANS AND PROPOSED ZONES TO SERVE THE FACILITY.

KEYED NOTES:

1 KITCHEN EXHAUST HOOD LOCATED HERE, PROTECT AREA ABOVE EXHAUST HOOD PER NFPA 13REQUIREMENTS.

2 PAINT ALL FIRE SUPPRESSION PIPING ABOVE DINING ROOM D6, COORDINATE COLOR WITH ARCHITECT.

3 DO NOT ROUTE PIPING OVER ELECTRICAL PANELS. COORDINATE WITH DIVISION 26 CONTRACTOR.

4. DIVISION 26 CONTRACTOR TO PROVIDE STROBE LIGHT TO NOTIFY FIRE DEPARTMENT IF A ZONE VALVEWITHIN MECHANICAL ROOM D28B IS FLOWING.

5 LOCATE SPRINKLERS ADJACENT TO DIFFUSERS IN ARCHITECTURAL WOOD SLOT CEILING. IF NOTPOSSIBLE, SPRINKLERS SHALL PENETRATE WOOD SLOT CEILING AND BE PAINTED COLOR CHOSEN BYARCHITECT. SEE ARCHITECTURAL SHEETS. COORDINATE WITH GENERAL CONTRACTOR.

A - 04 12/12/2016 ADDENDUM #04

A04

A04

800806

801

824

824

606

MSB-1

602

801

806 0.5 GPM

402

801

808

808

809

800

0.5 GPM

CS-1

KS-1

2.0 GPM

800

1.0 GPM

808

200

224

411

410

407

408

408

224

200

206

809

800

CL-1

HWC-1

809

800

809

800

410411

407

408

408

224

200

206

801

808

808

801

808

808

800

808

800

MSB-1

405

800

217

216

215

1" HWC

2" HW

2 1/2" CW 1" HWC2" HW2 1/2" CW

3/4" HWC1 1/2" HW1 1/2" CW

1" CW

1" HW

3/4" HWC

1/2" CW

1/2" HW

1/2" CW

1/2" FW

3/4" CW

3/4" FW

1" CW

3/4" CW

3/4" HW

3/4" HWC

3/4" HW

3/4" CW

1 1/4" CW

1 1/4" HW

3/4" HWC

3/4" CW

1" CW

1" HW

3/4" HWC

3/4" CW

3/4" HW

3/4" CW

3/4" HW

3/4" CW

3/4" HW

1 1/4" CW

1 1/4" HW

3/4" HWC

1" CW

1" HW

3/4" CW

3/4" HW

3/4" HWC

1/2" HW

1/2" CW

3/4" HW

3/4" CW

3/4" HW

3/4" CW

1/2" CW

1/2" HW

3/4" HW

3/4" FW

1/2" CW & 1/2" HW PEXBELOW THE FLOOR




1/2" HW

3/4" CW

1/2" FW

1/2" CW

WATER HAMMER ARRESTOR

2" CW

1 1/2" HW

3/4" HWC

1/2" HW

1 1/4" CW

1/2" CW

(E)1/2" CW

3/4" HW

3/4" CW

3/4" HW

3/4" CW

1 1/2" CW

1 1/2" HW

1 1/2" CW

1 1/2" HW

3/4" HWC

1 1/2" CW

1 1/2" HW

1 1/4" CW1 1/4" HW3/4" HWC

1 1/4" CW1 1/4" HW

3/4" CW3/4" HW3/4" HWC

1" CW1" HW

3/4" HWC3/4" HW3/4" CW

3/4" CW3/4" HW

3/4" CW3/4" HW

3/4" CW

1/2" FW

3/4" CW

3/4" HW

1/2" HW

1/2" CW

3/4" CW

1/2" HW

1/2" CW

1/2" HW

1/2" CW

3/4" CW/HW

3/4" FW

1/2" HW1/2" CW

1/2" HW

(E)KS

RH-1

3/4" CW

#SHEET HISTORY:

?

? - #


402 477.9291 Fax 402 477.6542


Fairway, Kansas



Architecture


ISSUED

TCEP No.: 143-042-15


Hospitality Remodel

Phase 3, Project 8

Plumbing Riser Diagrams

M8.21


November 28, 2016


SCALE: NOT TO SCALE

DOMESTIC WATER RISER DIAGRAM1

A - 04 12/12/2016 ADDENDUM #04

ROOF

3" DIA. PVC FLUE UP THROUGHROOF WITH GOOSENECK &INSECT SCREEN3" DIA. PVC COMBUSTION AIR

UP THROUGH ROOF WITHGOOSENECK & INSECT SCREEN

FIBERGLASSSOFTENER TANK

DRAIN LINE

SALT BRINETANK

BRINE LINE

WS-1

2" C

W

2" S

CW

DET-1

BYPASS VALVE

3/4"

SC

W

1 1/2" SCW

2 1/2" CW

1" HWC

2 1/2" CW

2" SCW

MAINTAINCODE-REQUIREDDISTANCES (TYP.)

MAINTAINCODE-REQUIREDDISTANCES(TYP.)

3" CW

2" HW (140)

GWH-1 GWH-2 GWH-3

T&P VALVE TOFLOOR DRAIN

CONDENSATE DRAINLINE NEUTRALIZER

A

HWCP-1

AQUASTAT

2" SCW

1" HWC

1" HWC 3/4" HWC

3/4"

HW

C

3/4"

HW

C

3/4"

HW

C

1 1/

2" H

W (1

40)

1 1/

2" H

W (1

40)

1 1/

2" H

W (1

40)

1 1/

2" S

CW

1 1/

2" S

CW

1 1/

2" S

CW

2" HW (140)1 1/2" HW (140)

HOUSEKEEPING PAD

1 DOMESTIC WATER PIPING SCHEMATICNO SCALE

FIRST FLOOR100'-0"


98 8.4

Level 12115'-4"

44/16 RA 22/46 SA

16/44 RA

9Ø SA 12Ø SA

RA OPENTO PLENUM

CORRIDOR

D7D

32/4

4 R

A

BALANCE DAMPER BALANCE DAMPER

22/46 SA

14Ø SA 16Ø SA

VBR-D61800 CFM

22/46 SA

CORRIDOR

D3B

CORRIDOR

D3A

(E)2

1/2

" H

WR

(E)4

" H

WS

(E)4

" H

WR

(E)6

" C

WR

(E)6

" C

WS

3" H

WS

3" H

WR

CAFETERIA

CAMPUS STORERETAIL

CORRIDOR

CONNECT NEW3" HWS/R TO(E)4" HWS/R

#SHEET HISTORY:

?

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402 477.9291 Fax 402 477.6542


Fairway, Kansas



Architecture


ISSUED

TCEP No.: 143-042-15


Hospitality Remodel

Phase 3, Project 8

Mechanical Schematicsand Sections

M8.24


November 28, 2016


SCALE: 1/4" = 1'-0"

CORRIDOR D7D HVAC SECTION2GENERAL NOTES:

1. FOR CLARITY, NOT ALL PIPING SYSTEMS AND ACCESSORIES ARE SHOWN.CONTRACTOR TO COORDINATE ALL SYSTEMS AND DISCIPLINES WITH FLOORPLANS.

A - 03 12/07/2016 ADDENDUM #03

A - 04 12/12/2016 ADDENDUM #04

SCALE: 1/8" = 1'-0"

HEATING WATER TIE-IN PLAN

GENERAL NOTES:

1. CONTRACTOR TO VERIFY HWS AND HWR EXISTING PIPING PRIOR TO TAPPINGEXISTING PIPING.

04A

DIFFUSER, REGISTER AND GRILLE SCHEDULE

MAX. P.D. MAX. MAXIMUM MANUFACTURER AND

MARK: TYPE: (IN. WG.): N.C.: CFM: MODEL NUMBER: REMARKS:

D-1 SQUARE PLAQUE 0.1 25 SEE PLANS TITUS OMNI OR 24" x 24" FACE SIZE, STEEL CONSTRUCTION, WHITE FINISH

CEILING DIFFUSER FOR CFM EQUIVALENT PROVIDE APPROPRIATE BORDER FOR CONSTRUCTION

ARCH. TYPE AND NECK SIZE

D-2 KITCHEN CEILING 0.1 25 SEE PLANS HALTON KCD 24" x 48" FACE SIZE, STAINLESS STEEL CONSTRUCTION, WHITE FINISH, INTERNAL BAFFLE AND HINGED, PERFORATED FACE

DIFFUSER FOR CFM OR APPROVED PROVIDE APPROPRIATE BORDER FOR CONSTRUCTION. CAN BE INSTALLED WITHIN 2 FEET OF EXHAUST HOODS.

EQUIVALENT

D-3 KITCHEN CEILING 0.1 25 SEE PLANS HALTON KCD 24" x 24" FACE SIZE, STAINLESS STEEL CONSTRUCTION, WHITE FINISH, INTERNAL BAFFLE AND HINGED, PERFORATED FACE

DIFFUSER FOR CFM OR APPROVED PROVIDE APPROPRIATE BORDER FOR CONSTRUCTION. CAN BE INSTALLED WITHIN 2 FEET OF EXHAUST HOODS.

EQUIVALENT

D-4 LINEAR SLOT 0.1 25 SEE PLANS FOR TITUS ML-40 MODULINEAR SUPPLY DIFFUSER (SEE PLANS FOR LENGTH), CONTINUOUS PLENUM, ALUMINUM CONSTRUCTION

DIFFUSER CFM AND SIZE OR EQUIVALENT ONE 1-1/2" SLOT, ADJUST SLOT DEFLECTOR TO THROW AIR INTO SPACE AWAY FROM WALL

PROVIDE MPI-40 1-1/2" SLOT INSULATED PLENUM ACCESSORY.

PROVIDE APPROPRIATE BORDER FOR HARD CEILING, FLANGED BORDER, CONCEALED MOUNTING. COLOR TO MATCH CEILING.

PROVIDE MULTIPLE SECTIONS AS NECESSARY FOR DIFFUSER LENGTH AND JOIN TOGETHER TO FORM CONTINUOUS SLOT APPEARANCE.

D-5 LINEAR SLOT 0.1 25 SEE PLANS FOR TITUS ML-40 MODULINEAR SUPPLY DIFFUSER (SEE PLANS FOR LENGTH), CONTINUOUS PLENUM, ALUMINUM CONSTRUCTION

DIFFUSER CFM AND SIZE OR EQUIVALENT TWO 1-1/2" SLOTS, ADJUST SLOT DEFLECTORS TO THROW AIR INTO OPPOSED DIRECTIONS

PROVIDE MPI-40 1-1/2" TWO-SLOT INSULATED PLENUM ACCESSORY. COORDINATE DIFFUSER COLOR WITH ARCHITECT.

PROVIDE BORDER TYPE 15 OR EQUIVALENT FLUSH BORDER WITH CEILING HANGERS. PROVIDE DIFFUSER END CAPS.

PROVIDE MULTIPLE SECTIONS AS NECESSARY FOR DIFFUSER LENGTH AND JOIN TOGETHER TO FORM CONTINUOUS SLOT APPEARANCE.

G-1 PERFORATED 0.1 25 SEE PLANS TITUS PAR 24" x 24" STEEL FACE, STEEL CONSTRUCTION, ROUND OR RECTANGULAR DUCT CONNECTION (SEE PLANS),

GRILLE FOR CFM OR EQUIVALENT PERFORATED REMOVABLE FACE, WHITE FINISH. PROVIDE APPROPRIATE BORDER FOR CONSTRUCTION.

AND NECK SIZE

R-1 REGISTER 0.1 25 SEE PLANS FOR TITUS S300FL 3/4" BLADE SPACING, DOUBLE DEFLECTION, ADJUSTABLE BLADES, FRONT BLADES PARALLEL TO LONG DIMENSION,

CFM AND SIZE OR EQUIVALENT RADIOUS ENDCAPS MATCH DUCT TO AVOID INSTALLATION COSTS, CURVED BORDER, FOAM GASKET TIGHT SEAL

PROVIDE OPPOSED BLADE DAMPER NOT AIR SCOOP DAMPER

MOUNT REGISTER AT 45-DEGREE ANGLE FROM FLOOR UNLESS OTHERWISE NOTED ON PLANS.

R-2 REGISTER 0.1 25 SEE PLANS FOR TITUS 272RL 3/4" BLADE SPACING, DOUBLE DEFLECTION, ADJUSTABLE AIRFOIL BLADES, FRONT BLADES PARALLEL TO LONG DIMENSION,

CFM AND SIZE OR EQUIVALENT STEEL FRAME AND BLADES, CONCEALED-SCREW MOUNTING, WHITE FINISH

PROVIDE APPROPRIATE BORDER FOR CONSTRUCTION

R-3 REGISTER 0.1 25 SEE PLANS FOR TITUS 350FL 3/4" BLADE SPACING, SINGLE DEFLECTION 35-DEGREE, BLADES PARALLEL TO LONG DIMENSION,

CFM AND SIZE OR EQUIVALENT STEEL FRAME AND BLADES, CONCEALED-SCREW MOUNTING, WHITE FINISH

PROVIDE APPROPRIATE BORDER FOR CONSTRUCTION

ELECTRIC UNIT HEATER SCHEDULE

HEATING

ELEMENT CAPACITY AIR FLOW MANUFACTURER

MARK LOCATION TYPE KW BTU/HR V/P/HZ CFM OR APPROVED EQUIVALENT MODEL REMARKS

EH-1 D28 VESTIBULE WALL MOUNT 3 10,235 208/1/60 100 QMARK AWH4404 1,2,3

REMARKS:

1. PROVIDE WITH EQUIPMENT MANUFACTURER PROVIDED INTEGRAL T-STAT AND ELECTRICAL DISCONNECT SWITCH.

2. PROVIDE WITH 5 YEAR WARRANTY ON HEATING ELEMENT.

3. INSTALL RECESSED IN WALL.

EXHAUST FAN SCHEDULE

MARK SERVES TYPE CFM ESP OPERATING MOTOR INFORMATION MOTOR

IN. WG. FAN POWER HP V/ HZ /Ph. FLA RPM DRIVE MANUFACTURER MODEL REMARKS

RPM (BHP) TYPE OR EQUIVALENT OR EQUIVALENT

EF-202 KH-202L, KH-202R UPBLAST 4,830 0.75 937 1.15 1-1/2 460/60/3 3.0 1750 BELT TWIN CITY FANS 210B 1,2,3,4,5,6,7,8,9,10,18

EF-214 KH-214L, KH-214R UPBLAST 2,702 0.75 1371 0.78 1 460/60/3 2.1 1750 BELT TWIN CITY FANS 160BMP 1,2,3,4,5,6,7,8,9,10,18

EF-213 KH-213L, KH-213R UPBLAST 2,435 0.75 1534 0.71 1 460/60/3 2.1 1750 BELT TWIN CITY FANS 140B 1,2,3,4,5,6,7,8,9,10,18

EF-219-1 KH-219A, KH-219B UPBLAST 4,132 0.75 856 0.91 1 460/60/3 2.1 1750 BELT TWIN CITY FANS 210B 1,2,3,4,5,6,7,8,9,10,18

EF-219-2 KH-219C, KH-219D UPBLAST 2,085 0.75 1391 0.53 3/4 460/60/3 1.6 1750 BELT TWIN CITY FANS 140B 1,2,3,4,5,6,7,8,9,10,18

EF-222 KH-222 UPBLAST 2,100 0.75 1397 0.54 3/4 460/60/3 1.6 1750 BELT TWIN CITY FANS 140B 1,2,3,4,5,6,7,8,9,10,18

EF-226 KH-226L, KH-226R UPBLAST 2,686 0.75 1365 0.77 1 460/60/3 2.1 1750 BELT TWIN CITY FANS 160BMP 1,2,3,4,5,6,7,8,9,10,18

EF-229 KH-229L, KH-229R UPBLAST 3,755 0.75 815 0.80 1 460/60/3 2.1 1750 BELT TWIN CITY FANS 210B 1,2,3,4,5,6,7,8,9,10,18

EF-DISH KH-DISH UPBLAST 785 0.75 1376 0.18 1/2 460/60/3 1.1 1750 BELT TWIN CITY FANS 110B 2,3,8,9,10,11,12,13,17

EF-D1B D1B CUST. CEILING EXHAUST 140 0.25 710 - 100 WATTS 115/60/1 1.3 - DIRECT TWIN CITY FANS T150 8,10,11,14,15

EF-D8C D8C UNISEX CEILING EXHAUST 140 0.25 710 - 100 WATTS 115/60/1 1.3 - DIRECT TWIN CITY FANS T150 8,10,11,14,15,16

REMARKS:

1. FAN SHALL BE UL LISTED WITH RESTAURANT-GRADE CONSTRUCTION FOR USE IN GREASE EXHAUST ENVIRONMENTS. PROVIDE WITH STAINLESS STEEL HARDWARE.

2. PROVIDE WITH THERMAL OVERLOAD PROTECTED TEFC MOTOR.

3. PROVIDE OUTDOOR RATED (NEMA-3R) MOUNTED AND WIRED DISCONNECT SWITCH.

4. PROVIDE WITH INVERTER DUTY MOTOR FOR VARIABLE SPEED OPERATION.

5. PROVIDE WITH ALLEN-BRADLEY POWERFLEX OR APPROVED EQUIVALENT VARIABLE FREQUENCY DRIVE.

6. PROVIDE WITH GREASE BOX AND DRAIN CONNECTION.

7. PROVIDE WITH 18" HIGH VENTED ROOF CURB WITH HINGED BASE INSTALLED AND SEALED INTO ROOF MEMBRANE BY ROOFING CONTRACTOR.

8. PROVIDE WITH SPRING VIBRATION ISOLATION TYPE HANGERS AND FLEXIBLE DUCT CONNECTIONS.

9. PROVIDE WITH AUTOMATIC BELT TENSIONER AND ONE SPARE BELT SET.

10. PROVIDE WITH ALUMINUM BIRDSCREEN.

11. PROVIDE WITH GRAVITY BACKDRAFT DAMPER.

12. PROVIDE WITH INTEGRAL MOTOR STARTER.

13. PROVIDE WITH 18" HIGH ROOF CURB WITH HINGED BASE INSTALLED AND SEALED INTO ROOF MEMBRANE BY ROOFING CONTRACTOR.

14. PROVIDE WITH TWIN CITY FANS MODEL 611 OR EQUIVALENT ROOF CAP.

15. PROVIDE WITH THERMAL OVERLOAD PROTECTED MOTOR, WHITE ALUMINUM GRILLE, ROUND DUCT OUTLET, AND PLUG TYPE DISCONNECT.

16. INTEGRATE FAN ON/OFF OPERATION WITH OCCUPANCY SENSOR.

17. PROVIDE WITH INTERLOCK INTO BMS AND ON/OFF SWITCH OVERRIDE.

18. MECHANICAL CONTRACTOR TO SET UP THE EXHAUST FAN MINIMUM FLOW AT 40% (ADJ.) OF DESIGN FLOW.

MAKE-UP AIR UNIT

EQUIPMENT MARK: MAU-1 MAU-2 MAU-3 MAU-4

UNIT SERVES: TEACHING LAB B TEACHING LAB A BAKERY LAB & DEMO CLASSROOM KITCHEN

UNIT TYPE: DX COOLING / GAS HEAT / 100% OUTSIDE AIR DX COOLING / GAS HEAT / 100% OUTSIDE AIR DX COOLING / GAS HEAT / 100% OUTSIDE AIR DX COOLING / GAS HEAT / 100% OUTSIDE AIR

Draw Thru / Blow Thru DRAW THRU DRAW THRU DRAW THRU DRAW THRU

Sgl Zone/Dual Duct/Multi Zone VARIABLE VOLUME VARIABLE VOLUME VARIABLE VOLUME VARIABLE VOLUME

MANUFACTURER AND MODEL: INNOVENT LASER-1-OU-PL-6800-AC-IF-460 INNOVENT LASER 1-OU-PL-5800-IF-460 INNOVENT LASER 1-OU-PL-4100-AC-IF-460 INNOVENT LASER 1-OU-PL-5600-AC-IF-460

OR APPROVED EQUIVALENT OR APPROVED EQUIVALENT OR APPROVED EQUIVALENT OR APPROVED EQUIVALENT

UNIT COMPONENTS IN DIRECTION OA HOOD & MOTORIZED INSULATED OA DAMPER OA HOOD & MOTORIZED INSULATED OA DAMPER OA HOOD & MOTORIZED INSULATED OA DAMPER OA HOOD & MOTORIZED INSULATED OA DAMPER

OF AIR FLOW: FILTER FILTER FILTER FILTER

PLATE HEAT EXCHANGER BYPASS DAMPER PLATE HEAT EXCHANGER BYPASS DAMPER PLATE HEAT EXCHANGER BYPASS DAMPER PLATE HEAT EXCHANGER BYPASS DAMPER

PLATE HEAT EXCHANGER PLATE HEAT EXCHANGER PLATE HEAT EXCHANGER PLATE HEAT EXCHANGER

DX COIL DX COIL DX COIL DX COIL

TRANSFER FROM BOTTOM OF UNIT TO TOP OF UNIT TRANSFER FROM BOTTOM OF UNIT TO TOP OF UNIT TRANSFER FROM BOTTOM OF UNIT TO TOP OF UNIT TRANSFER FROM BOTTOM OF UNIT TO TOP OF UNIT

PLATE HEAT EXCHANGER PLATE HEAT EXCHANGER PLATE HEAT EXCHANGER PLATE HEAT EXCHANGER

PLENUM SUPPLY FAN PLENUM SUPPLY FAN PLENUM SUPPLY FAN PLENUM SUPPLY FAN

GAS HEAT EXCHANGER GAS HEAT EXCHANGER GAS HEAT EXCHANGER GAS HEAT EXCHANGER

SUPPLY AIR OUTLET SUPPLY AIR OUTLET SUPPLY AIR OUTLET SUPPLY AIR OUTLET

Outside Airflow [CFM] 6,800 5800 4100 5600

ANGLED FILTER:

Media Type: 2" ANGLED, PLEATED, MERV 8 (30%) EFFICIENT 2" ANGLED, PLEATED, MERV 8 (30%) EFFICIENT 2" ANGLED, PLEATED, MERV 8 (30%) EFFICIENT 2" ANGLED, PLEATED, MERV 8 (30%) EFFICIENT

Face Velocity[FPM]: 425 484 492 495

Air Pressure Drop [in w.g.] - - - -

Dirt Allowance Air Pressure Drop [in w.g.] 0.35 0.35 0.35 0.35

Remarks: AIR PRESSURE DROP FOR "CLEAN" FILTERS AIR PRESSURE DROP FOR "CLEAN" FILTERS AIR PRESSURE DROP FOR "CLEAN" FILTERS AIR PRESSURE DROP FOR "CLEAN" FILTERS

PLATE HEAT EXCHANGER: INNOVENT MODEL H-1-24A-1650 INNOVENT MODEL H-1-24A-1500 INNOVENT MODEL H-1-24A-1200 INNOVENT MODEL H-1-30B-1200

Airflow (CFM) 6,800 5800 4100 5600

Ambient Conditions (DB/WB) 90.4 / 73.5 2013 - ASHRAE FUNDAMENTAL HANDBOOK 2% 90.4 / 73.5 2013 - ASHRAE FUNDAMENTAL HANDBOOK 2% 90.4 / 73.5 - 2013 ASHRAE FUNDAMENTAL HANDBOOK 2% 90.4 / 73.5 - 2013 ASHRAE FUNDAMENTAL HANDBOOK 2%

DESIGN CONDITION DESIGN CONDITION DESIGN CONDITION DESIGN CONDITION

Entering Air Temperature (DB / WB) 90.4 / 73.5 90.4 / 73.5 90.4 / 73.5 90.4 / 73.5

Leaving Air Temperature (DB / WB) 71.2 / 68.0 71.0 / 67.8 71.0 / 67.8 70.1 / 67.5

Bypass HX Air (CFM / DB / WB) 3,400 / 87.1 / 64.5 2900 / 87.7 / 64.6 2050 / 88.7 / 65.2 2800 / 89.6 / 65.1

Bypass CC Air (CFM / DB / WB) 3,400 / 50.4 / 50.4 2900 / 50.2 / 50.2 2050 / 50.9 / 50.9 2800 / 50.0 / 50.0

Summer Mixed Air to Space ( CFM / DB / WB) 6,800 / 68.8 / 60.4 5800 / 68.3 / 57.9 4100 / 69.8 / 58.7 5600 / 69.8 / 58.2

Air Pressure Drop [in w.g.] 0.25 0.24 0.22 0.22

DX COOLING: 2 CIRCUITS, MODULATING 2 CIRCUITS, MODULATING 1 CIRCUIT, MODULATING 2 CIRCUIT, MODULATING

Medium: R-410A R-410A R-410A R-410A

Airflow [CFM] 6,800 5800 4100 5600

Gross Total Coil Capacity [MBH] 364 313 211 300

Gross Sensible Coil Capacity [MBH] 158 136 90 126

EER 10.3 10.1 10.8 10.1

IEER - - - -

Coil Face Area [sq ft] 14 12 8.33 11.5

Face Velocity [FPM] 486 483 492 485

Entering Air (EDB/EWB) 71.2 / 68.0 71.2 / 67.8 71.0 / 67.8 70.1 / 67.5

Leaving Air (LDB/LWB) 50.5 / 50.5 50.0 / 50.0 50.9 / 50.9 49.6 / 49.6

Air Pressure Drop [in w.g.] - - - -

Rows / Fins per inch 6 / 12 6 / 12 6 / 12 6 / 11

Air Cooled Condensing Unit (Tons / Circuits) 30.1 / 2 29.4 / 2 17.6 / 1 24.8 / 2

HEATING: MODULATING MODULATING MODULATING MODULATING

Medium: NATURAL GAS NATURAL GAS NATURAL GAS NATURAL GAS

Gas Pressure (in w.c.) 6"-14" 6"-14" 6"-14" 6"-14"

Airflow [CFM] 6,800 5800 4100 5600

INPUT CAPACITY (MBH) 800 700 500 700

OUTPUT CAPACITY (MBH) 640 560 400 560

Winter Entering / Leaving Air (EDB/LDB) @ -10 Deg. F -10 / 77.2 -10 / 79.4 - 10 / 80.3 - 10 / 82.6

Air Pressure Drop [in w.g.] 0.08 0.08 0.05 0.05

Gas Turndown 10 : 1 10 : 1 10 : 1 10 : 1

Coil Type STAINLESS STEEL STAINLESS STEEL STAINLESS STEEL STAINLESS STEEL

SUPPLY FAN SECTION:

Type (2) PLENUM (2) PLENUM (2) PLENUM (2) PLENUM

Max Airflow [CFM] 6,800 5800 4100 5600

Min. Airflow [CFM] 2,040 1740 1230 1880

External Static Pressure [in w.g.] 2 2 1.5 2

Total Static Pressure [in w.g.] 4.49 4.49 4.32 4.48

Fan BHP / RPM 6.8 / 2403 5.8 / 2479 3.9 / 3202 5.6 / 2381

Motor HP /RPM 10 / 1800 10 / 1800 4.0 / 1800 6.0 / 1800

Motor VOLTAGE / PHASE / HERTZ 460 / 3 / 60 460 / 3 / 60 460 / 3 / 60 460 / 3 / 60

Vibration Isolators 1" INTERNAL SPRING ISOLATION 1" INTERNAL SPRING ISOLATION 1" INTERNAL SPRING ISOLATION 1" INTERNAL SPRING ISOLATION

Fan Wheel: No./Size/Blade Type 2 / 16" / PLENUM 2 / 16" / PLENUM 2 / 12" / PLENUM 2 / 16" / PLENUM

SINGLE POINT ELECTRICAL DATA:

Unit VOLTAGE / PHASE / HERTZ 460 / 3 / 60 460 / 3 / 60 460 / 3 / 60 460 / 3 / 60

Unit FLA / MCA / MROCPD - / 80.3 / 100 - / 80.3 / 100 - / 46.8 / 60 - / 68.4 / 90

REMARKS: 1,2,3,4,5,6,7,8,9,10,11,12 1,2,3,4,5,6,7,8,9,10,11,12 1,2,3,4,5,6,7,8,9,10,11,12 1,2,3,4,5,6,7,8,9,10,11,12

REMARKS:

1) ALL PERFORMANCE DATA SUBMITTALS MUST BE COMPUTER GENERATED - NO EXCEPTIONS.

2) PROVIDE 2" THICK URETHANE FOAM INSULATION (MIN. R-13) DOUBLE WALL SOLID LINER, CONDENSER COIL HAIL GUARDS, INTAKE HOOD.

PROVIDE COTTON SCREEN AROUND CONDENSING UNIT SECTION.

3) PROVIDE HINGED AND GASKETED DOUBLE WALL INSULATED ACCESS DOORS WITH LATCHING HANDLES FOR ALL SECTIONS THAT REQUIRE

SERVICE OR ROUTINE MAINTENANCE, LED INTERIOR MARINE GRADE LIGHTS.

4) PROVIDE COILS WITH SLOPED STAINLESS STEEL DRAIN PANS. PROVIDE TRAPPED COND. DRAIN PIPING TO NEAREST ROOF DRAIN

FROM EACH DRAIN PAN PIPING CONNECTION.

5) PROVIDE ENERGY EFFICIENT, INVERTER DUTY MOTOR (TEFC), FACTORY INSTALLED FAN VFD ON EACH SUPPLY FAN. A 115V CONVENIENCE OUTLET WIRED, REMOTE SAFETY

SHUTDOWN TERMINALS PROVIDE FACTORY FURNISHED CONTROL PANEL, VFD, DISCONNECT SWITCH, AND SINGLE POINT ELECTRICAL CONNECTION FOR ENTIRE UNIT.

6) DIVISION 26 CONTRACTOR TO PROVIDE AND INSTALL A SMOKE DETECTOR INTERLOCKED WITH THE UNIT TO PROVIDE AUTOMATIC FAN SHUT-DOWN.

INTERFACE SMOKE DETECTOR WITH THE BUILDING FIRE ALARM SYSTEM TO NOTIFY OF ALARM. INTERFACE WITH THE BUILDING FIRE ALARM

TO TURN UNIT OFF IN THE EVENT OF A BUILDING ALARM.

7) PROVIDE DUCT STATIC PRESSURE SENSOR TO CONTROL THE SUPPLY FAN VFD. PROVIDE FACTORY CONTROL WITH BACNET INTERFACE.

COORDINATE POINTS LIST WITH TEMPERATURE CONTROL CONTRACTOR.

8) PROVIDE 26" VIBRATION ISOLATED ROOF CURB WITH 1" DUCT INSULATION, CLOSED CELL AEROFLEX EPDM INSULATION OR EQUAL, SOLID FLOOR (INSULATED) FOR ACCOUSTICAL PURPOSES.

PROVIDE DIVIDER WALL TO SEPARATE CONDENSER SECTION AND SUPPLY AIR SECTION AND 2" OF VIBRATION ISOLATION. THYBAR TC-3 VIBRO CURB OR EQUIVALENT.

9) PROVIDE A GAS PRESSURE REGULATOR THAT CAN REDUCE 2 PSI INLET GAS PRESSURE TO THE MANUFACTURER RECOMMENDED INLET PRESSURE.

10) PROVIDE REFRIGERANT CIRCUIT(S) WITH PHASE OUT / BROWN OUT PROTECTION, MODULATING HOT GAS REHEAT, VARIABLE CAPACITY COMPRESSORS. INCLUDE CRANK CASE HEATER(S) WITH

LOW/HIGH HEAD PRESSURE CONTROL.

11) PROVIDE ACCOUSTICAL PROTECTION IN THE COMPRESSOR SECTION: SOUND BLANKET(S) ON COMPRESSORS PER MANUFACTURERS RECOMMENDATIONS.

12) PROVIDE AN OA INSULATED OPPOSED BLADE DAMPER, DX COIL FACE AND BYPASS DAMPERS, HEAT EXCHANGER FACE AND BYPASS DAMPERS, ALL WITH MODULATING ACTUATOR.

SUPPLIER TO INTEGRATE THE DAMPER OPERATION INTO THE UNIT TO PREVENT FREEZING IN THE DX COIL AND HEAT EXCHANGER.

ROOFTOP UNIT

EQUIPMENT MARK: RTU-1

UNIT SERVES: SCC - LINCOLN CULINARY HOSPITALITY REMODEL

UNIT TYPE: DX COOLING / GAS HEAT / 100% ECONOMIZER

Draw Thru / Blow Thru DRAW THRU

Sgl Zone/Dual Duct/Multi Zone VARIABLE VOLUME

MANUFACTURER AND MODEL: DAIKEN MPS040F

OR EQUIVALENT

UNIT COMPONENTS IN DIRECTION OA HOOD & MOTORIZED INSULATED OA DAMPER

OF AIR FLOW: EXHAUST FAN

FILTER SECTION

DX COOLING COIL

PLENUM FAN

HOT GAS REHEAT COIL SECTION

MODULATING GAS HEAT SECTION

CONDENSING SECTION

Outside Airflow [CFM] 3,300

Economizer Airflow [CFM] 11,000

ANGLED FILTER:

Media Type: 2" ANGLED, PLEATED, MERV 8 (30%) EFFICIENT

Face Velocity[FPM]: 306

Air Pressure Drop [in w.g.] 0.07

Dirt Allowance Air Pressure Drop [in w.g.] 0.35

Remarks: AIR PRESSURE DROP FOR "CLEAN" FILTERS

DX COOLING: (1) INVERTER SCROLL & (3) FIXED SPEED COMPRESSORS

Medium: R-410A

Airflow [CFM] 11,000

Gross Total Coil Capacity [MBH] 450

Gross Sensible Coil Capacity [MBH] 332

EER 10.1

IEER 13.5

Coil Face Area [sq ft] 35.7

Face Velocity [FPM] 308

Ambient Conditions (DB/WB) 95 / 78

Summer Entering Air (EDB/EWB) 81 / 66

Summer Leaving Air (LDB/LWB) 53.4 / 52.4


Rows / Fins per inch 4 / 12

HEATING: MODULATING

Medium: NATURAL GAS

Gas Pressure (in w.c.) 7"-14"


INPUT CAPACITY (MBH) 400

OUTPUT CAPACITY (MBH) 320

Winter Entering / Leaving Air (EDB/LDB) @ -10 Deg. F 43 / 70


Gas Turndown 10:1

Coil Type Stainless Steel

MODULATING HOT GAS REHEAT:

Medium: R-410A

Airflow 11000

Total Capacity (MBH) 157

Leaving Air Temperature (DB / WB) 65 / 53.4

Air Pressure Drop (in wc.) 0.07

EXHAUST FAN SECTION:

Type (3) PROPELLER DIRECT DRIVE

Economizer Airflow [CFM] 11,000

Exhaust Airflow [CFM] 11,000

External Static Pressure [in w.g.] -

Total Static Pressure [in w.g.] -

Fan BHP / RPM 4.4 / 2285

Motor HP /RPM (3 Fans) @ 1760 (3 HP TOTAL)

Motor VOLTAGE / PHASE / HERTZ 460 / 3 / 60

Vibration Isolators 1" INTERNAL SPRING ISOLATION

Fan Wheel: No./Size/Blade Type 3 / 26" / PROP.

SUPPLY FAN SECTION:

Type DIRECT DRIVE SWSI AF


External Static Pressure [in w.g.] 2

Total Static Pressure [in w.g.] 3.01

Fan BHP / RPM 7.3 / 1111

Motor HP /RPM 10 / 1760

Motor VOLTAGE / PHASE / HERTZ 460 / 3 / 60

Vibration Isolators 1" INTERNAL SPRING ISOLATION

Fan Wheel: No./Size/Blade Type 1 / 30" / SWSI AF

Unit Radiated

Sound Power

1st Octave Band 84

2nd Octave Band 96

3rd Octave Band 94

4th Octave Band 93

5th Octave Band 91

6th Octave Band 88

7th Octave Band 87

8th Octave Band 85

SINGLE POINT ELECTRICAL DATA:

Unit VOLTAGE / PHASE / HERTZ 460 / 3 / 60

Unit FLA / MCA / MROCPD 95.6 / 101.4 / 110

REMARKS: 1,2,3,4,5,6,7,8,9,10,11

REMARKS:

1) ALL PERFORMANCE DATA SUBMITTALS MUST BE COMPUTER GENERATED - NO EXCEPTIONS.

2) PROVIDE 2" THICK URETHANE FOAM INSULATION (MIN. R-4) DOUBLE WALL SOLID LINER, CONDENSER COIL

HAIL GUARDS, INTAKE AND EXHAUST HOOD.

3) PROVIDE HINGED AND GASKETED DOUBLE WALL INSULATED ACCESS DOORS WITH LATCHING HANDLES FOR ALL SECTIONS

THAT REQUIRE SERVICE OR ROUTINE MAINTENANCE. PROVIDE COTTON SCREEN AROUND CONDENSING UNIT.

4) PROVIDE COILS WITH SLOPED STAINLESS STEEL DRAIN PANS. PROVIDE TRAPPED COND. DRAIN PIPING TO NEAREST

ROOF DRAIN FROM EACH RTU DRAIN PAN PIPING CONNECTION.

5) PROVIDE ENERGY EFFICIENT, INVERTER DUTY MOTOR, FACTORY INSTALLED FAN VFD'S ON THE SUPPLY AND EXHAUST.

A 115VvCONVENIENCE OUTLET WIRED, REMOTE SAFETY SHUTDOWN TERMINALS PROVIDE FACTORY FURNISHED

CONTROL PANEL VFD, DISCONNECT SWITCH, AND SINGLE POINT ELECTRICAL CONNECTION FOR ENTIRE UNIT.

6) DIVISION 26 CONTRACTOR TO PROVIDE AND INSTALL A SMOKE DETECTOR INTERLOCKED WITH THE UNIT TO PROVIDE

AUTOMATIC FAN SHUT-DOWN. INTERFACE SMOKE DETECTOR WITH THE BUILDING FIRE ALARM SYSTEM TO NOTIFY OF

ALARM. INTERFACE WITH THE BUILDING FIRE ALARM TO TURN UNIT OFF IN THE EVENT OF A BUILDING ALARM.

7) PROVIDE 100% ECONOMIZER, COMPARATIVE ENTHALPY, DUCT PRESSURE SENSOR, OUTSIDE AIR

MONITOR / CONTROLLER, AND SPACE STATIC PRESSURE SENSOR. PROVIDE FACTORY CONTROLS WITH

MICROTECH III CONTROLLER AND BACNET INTERFACE CARD.

8) PROVIDE 18" PLENUM ROOF CURB WITH 1" DUCT INSULATION, CLOSED CELL AEROFLEX EPDM INSULATION OR EQUAL,

SOLID FLOOR (INSULATED) FOR ACCOUSTICAL PURPOSES. PROVIDE DIVIDER WALL TO SEPARATE CONDENSER

SECTION, RETURN AIR SECTION, AND SUPPLY AIR SECTION.

9) PROVIDE A GAS PRESSURE REGULATOR THAT CAN REDUCE 2 PSI INLET GAS PRESSURE TO THE MANUFACTURER

RECOMMENDED INLET PRESSURE.

10) PROVIDE REFRIGERANT CIRCUIT(S) WITH PHASE OUT / BROWN OUT PROTECTION, MODULATING HOT GAS REHEAT,

VARIABLE CAPACITY COMPRESSORS. INCLUDE CRANK CASE HEATER(S) WITH LOW/HIGH HEAD PRESSURE CONTROL.

11) PROVIDE ACCOUSTICAL PROTECTION IN THE COMPRESSOR SECTION: SOUND BLANKET(S) ON COMPRESSORS

PER MANUFACTURERS RECOMMENDATIONS.

DAMPER SCHEDULE

OPERATING MAX. VELOCITY MOUNTING LEAKAGE BLADE MANUFACTURER AND MODEL

MARK SERVES CONDITIONS SIZE CFM FPM POSTION BLADE STYLE FRAME CONSTRUCTION BLADE CONSTRUCTION @ 1" WG PD SEALS EDGE BEARINGS ACTUATOR OR EQUIVALENT REMARKS

FSD-1 SEE PLANS AMBIENT AIR SEE PLANS N/A N/A VERTICAL BLADE 20 GAUGE GALVANIZED STEEL 16 GAUGE GALVANIZED STEEL CLASS 1 SILICONE SS SS SLEEVE 1 RUSKIN FSD 060 1,2,3

ACTUATOR:

1. 120 VAC, TWO POSITION, 350 DEGREE F UL555S RATED, FACTORY SUPPLIED, NORMALLY CLOSED

REMARKS:

1. MECHANICAL CONTRACTOR IS TO VERIFY SIZE POSSIBLE PRIOR TO ORDERING TO ENSURE THAT DAMPER PHYSICALLY FITS IN THE SPACE AVAILABLE.

2. PROVIDE A UL 555 CLASSIFIED 1 1/2 HOUR DAMPER, FACTORY SLEEVE, 165 DEGREE FIRE ACTIVATION TEMPERATURE.

3. INTERFACE CONTROLS WITH FIRE ALARM CONTROL PANEL AND BUILDING MANAGEMENT SYSTEM.

#SHEET HISTORY:

?

? - #


402 477.9291 Fax 402 477.6542


Fairway, Kansas



Architecture


ISSUED

TCEP No.: 143-042-15


Hospitality Remodel

Phase 3, Project 8

Mechanical Schedules

M8.25


November 28, 2016


04A

A - 04 12/12/2016 ADDENDUM #04

KITCHEN HOOD SCHEDULE

OPERATING CONDITIONS ELECTRICAL

EXHAUST CFM DUCT MOUNTING HEIGHT DISCHARGE CUSTOM FINISH MANUFACTURER

MARK SERVES TYPE FITER TYPE MAKEUP AIR CFM SP CONNECTION LENGTH WIDTH HEIGHT V/PH/HZ AFTER FINISHFLOOR

CLG HEIGHT LOCATION COLOR NO EQUIVALENT MODEL REMARKS

KH-226L TEACHING LAB A TYPE 1, WALL HOOD KSA-CYCLONE KITCHEN CEILING DIFFUSER 1,489 0.3 12" x 10" 108" 66" 24" 120/1/60 6'-8" FIELD VERIFY TOP NA HALTON KVE 1,3,4,5,6,7

KH-226R TEACHING LAB A TYPE 1 WALL HOOD KSA-CYCLONE KITCHEN CEILING DIFFUSER 1,197 0.24 12" x 8" 108" + 12" UTILITY CAB 66" 24" 120/1/60 6'-8" FIELD VERIFY TOP NA HALTON KVE 1,3,4,5,6,7

KH-229L TEACHING LAB A TYPE 1 WALL HOOD KSA-CYCLONE KITCHEN CEILING DIFFUSER 1,567 0.27 12" x 11" 114" + 12" UTILITY CAB 66" 24" 120/1/60 6'-8" FIELD VERIFY TOP NA HALTON KVE 1,3,4,5,6,7

KH-229R TEACHING LAB A TYPE 1 WALL HOOD KSA-CYCLONE KITCHEN CEILING DIFFUSER 2,188 0.42 15" x 12" 114" 66" 24" 120/1/60 6'-8" FIELD VERIFY TOP NA HALTON KVE 1,3,4,5,6,7

KH-214L TEACHING LAB B TYPE 1 WALL HOOD KSA-CYCLONE KITCHEN CEILING DIFFUSER 1,197 0.24 12" x 8" 108" + 12" UTILITY CAB 66" 24" 120/1/60 6'-8" FIELD VERIFY TOP NA HALTON KVE 1,3,4,5,6,7

KH-214R TEACHING LAB B TYPE 1 WALL HOOD KSA-CYCLONE KITCHEN CEILING DIFFUSER 1,505 0.28 12" x 11" 108" 66" 24" 120/1/60 6'-8" FIELD VERIFY TOP NA HALTON KVE 1,3,4,5,6,7

KH-202L TEACHING LAB B TYPE 1 WALL HOOD KSA-CYCLONE KITCHEN CEILING DIFFUSER 2,415 0.43 17" x 12" 126" + 12" UTILITY CAB 66" 24" 120/1/60 6'-8" FIELD VERIFY TOP NA HALTON KVE 1,3,4,5,6,7

KH-202R TEACHING LAB B TYPE 1 WALL HOOD KSA-CYCLONE KITCHEN CEILING DIFFUSER 2,415 0.43 17" x 12" 126" 66" 24" 120/1/60 6'-8" FIELD VERIFY TOP NA HALTON KVE 1,3,4,5,6,7

KH-213L BAKING LAB TYPE 1 WALL HOOD KSA-CYCLONE KITCHEN CEILING DIFFUSER 1,143 0.24 12" x 8" 96" 66" 24" 120/1/60 6'-8" FIELD VERIFY TOP COLOR TBD HALTON KVE 1,3,4,5,6,7,8,9

KH-213R BAKING LAB TYPE 1 WALL HOOD KSA-CYCLONE KITCHEN CEILING DIFFUSER 1,291 0.27 12" x 9" 96" 66" 24" 120/1/60 6'-8" FIELD VERIFY TOP COLOR TBD HALTON KVE 1,3,4,5,6,7,8,9

KH-222 DEMONSTRATION KITCHEN TYPE 1 ISLAND HOOD KSA-CYCLONE KITCHEN CEILING DIFFUSER 2,100 0.25 15" x 12" 84" 60 24" 120/1/60 6'-8" FIELD VERIFY TOP COLOR TBD HALTON KVW 1,3,4,5,6,7,8,9

KH-DISH WARE WASH TYPE 2 WALL HOOD BAFFLE SUPPLY DIFFUSER 783 0.12 8" x 8" 94" 48 24" 120/1/60 6'-8" FIELD VERIFY TOP NA HALTON CH 2,3

KH-219A COOK LINE TYPE 1 WALL HOOD KSA-CYCLONE KITCHEN CEILING DIFFUSER 1,802 0.42 13" x 12" 94" 66" 24" 120/1/60 6'-8" FIELD VERIFY TOP COLOR TBD HALTON KVE 1,3,5,6,7,8,9

KH-219B COOK LINE TYPE 1 WALL HOOD KSA-CYCLONE KITCHEN CEILING DIFFUSER 2,330 0.65 16" x 12" 94" 66" 24" 120/1/60 6'-8" FIELD VERIFY TOP COLOR TBD HALTON KVE 1,3,5,6,7,8,9

KH-219C COOK LINE TYPE 1 WALL HOOD KSA-CYCLONE KITCHEN CEILING DIFFUSER 1,042 0.22 11" x 8" 94" 66" 24" 120/1/60 6'-8" FIELD VERIFY TOP COLOR TBD HALTON KVE 1,3,5,6,7,8,9

KH-219D COOK LINE TYPE 1 WALL HOOD KSA-CYCLONE KITCHEN CEILING DIFFUSER 1,042 0.22 11" x 8" 94" 66" 24" 120/1/60 6'-8" FIELD VERIFY TOP COLOR TBD HALTON KVE 1,3,5,6,7,8,9

REMARKS:

1. PROVIDE UL LISTED HOOD WITH LISTED BALANCE DAMPER, 18 GAUGE 304 STAINLESS STEEL, GREASE FILTER - KSA GREASE EXTRACTER TOOL, INTEGRAL TAB PORTS,

BUILT PER NFPA 96, ALL WELDED CONSTRUCTION, LED LIGHTS, CAPTURE JETS, CAPTURE JET FAN, IMC TEMP INTERLOCK.

2. PROVIDE UL LISTED HOOD, 18 GAUGE STAINLESS STEEL, ALL WELDED, INTERNAL BAFFLES, 1/2" DRAIN.

3. PROVIDE CLOSURE PANELS TO EXTEND FROM TOP OF HOOD UP TO THE CEILING, CLOSURE PANEL TO MATCH HOOD FINISH AND COLOR.

NOTE: THERE ARE HOODS THAT WILL HAVE A CUSTOM FINISH.

4. PROVIDE FIRE PROTECTION SYSTEM - R102, FACTORY PRE-PIPED, HOOD MOUNTED UTILITY CABINET (SEE PLANS FOR HOOD).

PROVIDE EMERGENCY GAS SHUT-OFF VALVE - SUPPLIER TO COORDINATE WITH MECHANICAL CONTRACTOR TO INSTALL, SEE PLANS FOR LOCATIONS.

5. PROVIDE M.A.R.V.E.L. DEMAND CONTROL VENTILATION SYSTEM WITH EXHAUST MODULATION INCLUDING KITCHEN ZONE CONTROL.

INCLUDE WALLCONTROLLER, INFRARED SENSORING, AND BACNET INTERFACE INTO THE BUILDING MANAGEMENT SYSTEM.

PROVIDE A MARVEL CONTROL SYSTEM FOR TEACHING LAB A, TEACHING LAB B, BAKING LAB WITH DEMO CLASSROOM, AND COOKING LINE HOODS.

6. PROVIDE KITCHEN GREASE SENSOR THAT WILL INITIATE AN ALARM TO THE BUILDING MANAGEMENT SYSTEM.

7. INSTALL TWO LAYERS OF UNIFRAX FYRWRAP ELITE 1.5 OR APPROVED EQUIVALENT ABOVE TYPE 1 HOODS. THE FIRE BARRIER WRAP SHALL COVER THE ENTIRE

HORIZONTAL SURFACE ABOVE EACH HOOD, ALL ASSOCIATED GREASE EXHAUST DUCTWORK, AND ACCESS DOORS.

8. PROVIDE FIRE PROTECTION SYSTEM - R102, FACTORY PRE-PIPED, REMOTE MOUNTED UTILITY CAB (SEE PLANS FOR LOCATION).

PROVIDE EMERGENCY GAS SHUT-OFF VALVE - SUPPLIER TO COORDINATE WITH MECHANICAL CONTRACTOR TO INSTALL, SEE PLANS FOR LOCATIONS.

9. PROVIDE CUSTOM COLOR, COORDINATE COLOR WITH ARCHITECT, PROVIDE PAINTED SAMPLES DURING SHOP DRAWING REVIEW FOR COLOR VERFICATION, SEE PROPOSED COLORS BELOW:

Custom Colors: Matte Bronze Metallic 09/60600, Matte Brown C33 one coat 49/66230, Matte Bronze C34 49/66220,Glossy Beige Metallic 09/60610, Matte Low Light Bronze 49/61120, Matte High Light Bronze 09/68635, Fie Texture Oil Rubbed Bronze 59/91611

Anodized Effect Medium bronze 61/68002, Anodized Effect Dark Bronze 61/68001, Designer Finish Pyrite Fine Texture 49/60015, Designer Finish Rust Fine Texture 49/62711, Designer Finish Breccia Design Texture Map 44/60034

AIR TERMINAL UNIT SCHEDULE / REHEAT COIL SCHEDULE

MAXIMUM MINIMUM HEATING MAXIMUM MAXIMUM

UNIT CAPACITY ENTERING WATER FLUID PD

INLET MAXIMUM MINIMUM APD HEATING AT MAX. COIL WATER FLOW RATE AT COIL PRESSURE MANUFACTURER

SERVES SERVED SIZE AIRFLOW AIRFLOW W/ COIL AIRFLOW AIRFLOW TEMPERATURE MAX. AIRFLOW ROWS, FPI DROP OR EQUIVALENT

MARK: ROOMS: BY: (INCHES): (CFM): (CFM): (IN. W.G.): (CFM): (MBH): (F) (GPM): (#) (FT. W.G.) REMARKS:

VBR-D1 D1 BAKERY LAB RTU-1 09 850 310 0.20 310 17.1 160.0 1.5 2, 10 2.00 JCI VRU 1,2,3,4,5,6,7

VBR-D1A D1A DRY STORAGE RTU-1 04 125 50 0.20 125 6.1 160.0 0.5 2, 10 2.00 JCI VRU 1,2,3,4,5,6,7

VBR-D1D D1D DEMO CLASSROOM RTU-1 14 1,300 390 0.20 1,300 43.2 160.0 2.0 2, 10 2.00 JCI VRU 1,2,3,4,5,6,7

VBR-D2B D2B IT/DATA RTU-1 09 700 210 0.20 210 8.2 160.0 0.5 2, 10 2.00 JCI VRU 1,2,3,4,5,6,7

VBR-D2C D2C DRY STORAGE RTU-1 04 125 50 0.20 125 7.9 160.0 1.0 2, 10 2.00 JCI VRU 1,2,3,4,5,6,7

VBR-D3 D3 TEACHING LAB B RTU-1 09 740 260 0.20 300 16.8 160.0 1.5 2, 10 2.00 JCI VRU 1,2,3,4,5,6,7

VBR-D3A D3A CORRIDOR RTU-1 07 400 120 0.20 250 12.6 160.0 1.0 2, 10 2.00 JCI VRU 1,2,3,4,5,6,7

VBR-D4 D4 TEACHING LAB A RTU-1 09 740 230 0.20 300 16.8 160.0 1.5 2, 10 2.00 JCI VRU 1,2,3,4,5,6,7

VBR-D5 D5 RESTAURANT KITCHEN RTU-1 12 1,250 375 0.20 1,250 44.0 160.0 3.0 2, 10 2.00 JCI VRU 1,2,3,4,5,6,7

VBR-D5B D5B WARE WASH RTU-1 10 1,000 300 0.20 300 14.5 160.0 1.0 2, 10 2.00 JCI VRU 1,2,3,4,5,6,7

VBR-D6 D6 RESTAURANT RTU-1 14 1,800 540 0.20 1,800 66.9 160.0 5.0 2, 10 2.00 JCI VRU 1,2,3,4,5,6,7

VBR-D7 D7 LOBBY RTU-1 09 800 240 0.20 300 16.8 160.0 1.5 2, 10 2.00 JCI VRU 1,2,3,4,5,6,7

VBR-D8B D8B STORE ROOM RTU-1 05 200 60 0.20 100 5.6 160.0 0.5 2, 10 2.00 JCI VRU 1,2,3,4,5,6,7

VBR-D28B D28B MECHANICAL ROOM RTU-1 12 1,100 330 0.20 330 17.1 160.0 1.0 2, 10 2.00 JCI VRU 1,2,3,4,5,6,7

VBR-H-E H-EAST CORRIDOR RTU-1 14 1,830 550 0.20 550 27.4 160.0 1.5 2, 10 2.00 JCI VRU 1,2,3,4,5,6,7

VBR-H-S H-SOUTH CORRIDOR RTU-1 09 720 220 0.20 220 12.5 160.0 1.0 2, 10 2.00 JCI VRU 1,2,3,4,5,6,7

VB-D1 D1 BAKERY LAB MAU-2 16 2,190 - 0.20 - - - - - - JCI VRU 1,3,4,8

VB-D1D D1D DEMO CLASSROOM MAU-2 16 2,100 - 0.20 - - - - - - JCI VRU 1,3,4,8

VB-D5-1 D5 RESTAURANT KITCHEN MAU-3 24/16 3,720 - 0.20 - - - - - - JCI VRU 1,3,4,8

VB-D5-2 D5 RESTAURANT KITCHEN MAU-3 14 1,880 - 0.20 - - - - - - JCI VRU 1,3,4,8

REMARKS:

1. PROVIDE AIR TERMINAL UNITS WITH "FIBRE-FREE" ELASTOMERIC LINER OR APPROVED EQUIVALENT INSULATION LINER.

2. PROVIDE AIR TERMINAL UNITS THAT HAVE REHEAT COILS WITH BOTTOM ACCESS DOOR OPTION FOR CLEANING WITH HINGE AND CAM LOCK.

3. PROVIDE AIR TERMINAL UNIT WITH SLIP FLANGE CASING DUCT CONNECTIONS.

4. PROVIDE ALL AIR TERMINAL UNITS WITH FACTORY INSTALLED MSTP BACNET DDC VAV ELECTRONIC CONTROLS, CROSS-TYPE AIR FLOW SENSING GRID WITH PITOT TUBES.

BMS CONTRACTOR TO PROVIDE AND WIRE T-STAT, VELOCITY CONTROLLER, DAMPER ACTUATOR, CONTROL VALVE AND ALL OTHER CONTROL COMPONENTS.

VAV BOX WITH REHEAT COIL CONTROL VALVE TO BE FURNISHED BY THE BMS CONTRACTOR AND INSTALLED BY THE MECHANICAL CONTRACTOR

PROVIDE NECESSARY DUCT TRANSITIONS AND INSTALL MAINTAINING CLEAR SERVICE ACCESS ON BOTTOM OF UNIT, SIDE OF UNIT AND ACCESS TO ALL PIPING ACCESSORIES.

BMS CONTRACTOR TO PROVIDE THE REQUIRED CONTROL SYSTEM 24 VOLT WIRING AND LOW VOLTAGE CONTROL WIRING, CONTROLLER FUSING, THERMOSTAT

AND PROGRAMMING. COORDINATE REQUIRED 24 VOLT POWER CONNECTIONS WITH ELECTRICAL CONTRACTOR AND ENGINEER.

PROVIDE WITH SLIDING DOOR CONTROL ENCLOSURE

5. THE HEATING COIL PERFORMANCE IS BASED ON: 30% SUPPY AIR FLOW, 160 DEG. F EWT, 55F EAT - 95F LAT

6. PROVIDE WITH DRAIN AND VENT CONNECTIONS ON COIL, RATED FOR 200 PSI. CORDINATE RIGHT OR LEFT HAND CONNECTION AND CONTROL PANEL LOCATION WITH PLANS AND CONTRACTOR.

7. PROVIDE SUPPLY SIDE-BRASS BALL VALVE WITH REPLACEABLE STEM, STAINLESS STEEL MESH FORGED BRASS BODY STRAINER, P&T PLUG AND UNION CONNECTION RETURN SIDE-UNION

COUPLING WITH MANUAL AIR VENT, PRESSURE GAUGE, AUTOFLOW BALANCING VALVE, CONTROL VALVE, 2-P&T PLUG ON SUPPLY SIDE, BRASS BALL VALVE WITH REPLACEABLE

STEM, BYPASS WITH BALL VALVE ISO.

8. COORDINATE AIR TERMINAL UNIT MINIMUM AIRFLOW WITH HOOD AND MAU MINIMUM AIRFLOWS.

PLUMBING FIXTURE AND EQUIPMENT CONNECTION SCHEDULE

MARK FUNCTION MANUFACTURER AND MODEL WASTE VENT HW CW

CL-1 COUNTERTOP LAVATORY: BRADLEY VERGE MODEL LVSD1 OR APPROVED EQUIVALENT QUARTZ SINGLE 2" 1-1/2" 1/2" 1/2"

LAVATORY STATION LAVATORY SYSTEM. PROVIDE WITH SINGLE CENTER FAUCET HOLE,

32 OZ PLASTIC GLOBE AND 4" SPOUT SOAP DISPENSER. COLOR TO BE

ANTARTICA WHITE.

FAUCET: GROHE MODEL 34271001 CONCETTO NO EQUIVALENT. CHROME PLATED SINGLE

HOLE, SINGLE HANDLE FAUCET. PROVIDE WITHOUT DRAIN ASSEMBLY.

TRAP: MINIMUM 17 GAUGE CHROME PLATED CAST BODY WITH ESCUTCHEON.

DRAIN: CHROME PLATED GRID DRAIN

SUPPLIES: LEAD FREE CHROME PLATED LOOSE KEYSTOP VALVES WITH DEEP

ESCUTCHEON PLATES

MIXING VALVE: LAWLER MODEL 570 THERMOSTATIC MIXING VALVE OR EQUIVALENT ADJUSTABLE

UNDER COUNTER. OUTLET TEMPERATURE RANGE 95-115 DEG. F. COMPLIANT

WITH ASSE 1070.

REMARKS: SEE NOTE #2.

CS-1 COUNTER SINK SINK: SOLID SURFACE COUNTERTOP WITH INTEGRAL SINGLE BASIN BY THE GENERAL 2" 1-1/2" 1/2" 1/2"

CONTRACTOR.

FAUCET: GROHE MODEL 33986001 EUROSTYLE NO EQUIVALENT. CHROME FINISH SINGLE

HOLE, SINGLE LEVER.


DRAIN: KOHLER MODEL K-8814 OR EQUIVALENT STAINLESS STEEL BASKET

STRAINER.


ESCUTCHEON PLATES

MIXING VALVE: LAWLER MODEL 570 THERMOSTATIC MIXING VALVE OR EQUIVALENT ADJUSTABLE

UNDER COUNTER. OUTLET TEMPERATURE RANGE 95-115 DEG. F. COMPLIANT

WITH ASSE 1070.

KS-1 KITCHEN SINK SINK: SOLID SURFACE COUNTERTOP WITH INTEGRAL DOUBLE BASIN BY THE GENERAL 2" 1-1/2" 1/2" 1/2"

CONTRACTOR.

FAUCET: GROHE MODEL 31380000 K7 MEDIUM NO EQUIVALENT. CHROME FINISH SINGLE

HOLE, SINGLE LEVER WITH FLEXIBLE HOSE SPRAY.


DRAIN: KOHLER MODEL K-8814 OR EQUIVALENT STAINLESS STEEL BASKET

STRAINER.


ESCUTCHEON PLATES.

MSB-1 MOP SERVICE SINK: FIAT MODEL TTB-2424 OR EQUIVALENT PRECAST TERRAZZO, 24"x24"x10" SIZE. 3" 1-1/2" 1/2" 1/2"

BASIN PROVIDE COMBINATION DOME STRAINER WITH LINT BASKET, DRAIN BODY.

PROVIDE MOP & HOSE HANGER.

FAUCET: MOEN COMMERCIAL MODEL 8230 EQUIVALENT. CHROME PLATED 9-3/8"

SPOUT WITH VACUUM BREAKER, WALL MOUNTING BRACKET, PAIL HOOK

AND 2-1/2" LEVER HANDLES.

(H)WC-1 WATER CLOSET FIXTURE: KOHLER MODEL K-4330 KINGSTON OR EQUIVALENT 1.6 GAL FLUSH, WHITE 4" 2" 1"

VITREOUS CHINA, WALL HUNG, SIPHON JET WITH 1-1/2" TOP SPUD.

VALVE: SLOAN ROYAL MODEL 111, LOW CONSUMPTION OR EQUIVALENT, 1.6

GALLLON PER FLUSH, ADA COMPLIANT OPERATING HANDLE.

SEAT: WHITE, OPEN FRONT, HEAVY DUTY COMMERCIAL GRADE NO LID ON SEAT.

CARRIER: WALL HUNG.

FS-1 FLOOR SINK DRAIN: JAY R. SMITH MODEL 3150Y OR EQUIVALENT. CAST IRON BODY WITH (SEE PLANS) (SEE PLANS)

FLANGE, 8" DEEP ACID RESISTANT EPOXY INTERIOR. INTEGRAL CLAMPING (SEE NOTE 1)

COLLAR, SEEPAGE OPENING, 3/4 NICKEL BRONZE 12"x12" GRATE, DOME

STRAINER, NO HUB CONNECTION.

FD-1 FLOOR DRAIN DRAIN: JAY R. SMITH MODEL 2005Y OR EQUIVALENT. CAST IRON BODY WITH (SEE PLANS) (SEE PLANS)

(FINISHED FLANGE. INTEGRAL REVERSIBLE COLLAR, SEEPAGE OPENINGS, 5" DIA. (SEE NOTE 1)

AREAS) SATIN NICKEL BRONZE STRAINER, NO HUB CONNECTION.

FD-2 FLOOR DRAIN DRAIN: JAY R. SMITH MODEL 2230Y OR EQUIVALENT. CAST IRON BODY WITH (SEE PLANS) (SEE PLANS)

(EQUIPMENT FLANGE. INTEGRAL CLAMPING COLLAR, SEEPAGE OPENINGS, LOOSE (SEE NOTE 1)

ROOMS) SET GRATE, SEDIMENT BUCKET, NO HUB CONNECTION.

TD-1 TROUGH DRAIN DRAIN: EAGLE GROUP MODEL ASFT-1836-SG OR EQUIVALENT 18"x36"x6" DEEP 14 GAUGE 3" 1-1/2"

TYPE 304 WELDED STAINLESS STEEL WITH ANTI SPLASH GRATE AND REMOVABLE

STAINLESS STEEL DRAIN BASKET.

TD-2 TRENCH DRAIN DRAIN: JOSAM MODEL 46300-FB-2 OR EQUIVALENT FABRICATED TYPE 304 STAINLESS 2" 1-1/2"

STEEL 6" WIDE PRE SLOPED TRENCH DRAIN. PROVIDE WITH FILTER BASKET,

ANTI SLIP STAINLESS STEEL MESH GRATE AND 2" OUTLET. TOTAL LENGTH

TO BE 3'-0".

SD-1 SLOT DRAIN DRAIN: JOSAM MODEL 47122 OR EQUIVALENT FABRICATED STAINLESS STEEL SLOT 2" 1-1/2"

DRAIN. 5/16" SLOT WITH MID RUN OUTLET. OUTLET DRAIN TO BE PROVIDED

WITH ANTI SLIP MESH GRATE. 2" OUTLET WITH A TOTAL LENGTH OF 16'-0"

DSN-1 DOWNSPOUT NOZZLE NOZZLE: JAY R. SMITH MODEL 1770 OR EQUIVALENT. NICKEL BRONZE FINISH, WALL (SEE PLANS)

FLANGE COVERS ROUGH OPENING.

WH-1 WALL HYDRANT HYDRANT: WOODFORD MODEL 67 FROST PROOF AUTOMATIC DRAINING, BACKFLOW 3/4"

PREVENTER, FROST PROOF HYDRANT WITH ASSE 1052 APPROVED TWO

CHECK BACK FLOW PREVENTER, CHROME FINISH, 3/4" HOSE CONNECTION

STAINLESS STEEL STEM, LOOSE KEY OPERATING HANDLE, SEE NOTE 3

OD-1 OVERFLOW DRAIN: JAY R. SMITH MODEL 1070Y-CID OR EQUIVALENT CAST IRON BODY AND (SEE PLANS)

ROOF DRAIN DOME, ROOF CLAMPING COLLAR, GRAVEL GUARD, UNDERDECK CLAMP

AND 2" DAM. 16" DIAMETER

RD-1 ROOF DRAIN DRAIN: JAY R. SMITH MODEL 1010Y-CID OR EQUIVALENT CAST IRON BODY AND (SEE PLANS)

DOME, ROOF CLAMPING COLLAR, GRAVEL GUARD, UNDERDECK CLAMP.

16" DIAMETER

RH-1 ROOF HYDRANT HYDRANT: WOODFORD MODEL SRH-MS OR EQUIVALENT. BACKFLOW PREVENTER, NO 3/4"

DRAIN LINE REQUIRED. PROVIDE WITH APPROPRIATE CLAMPING AND BOOTS

FOR ROOF CONDITION.

GI-1 GREASE INTERCEPTOR: IPEX ENDURA MODEL XL100 OR EQUIVALENT POLYETHELYNE TANK. RATED FOR 4"

INTERCEPTOR 100 GPM, 200 POUND CAPACITY. INTERNAL FLOW CONTROL, PROVIDE WITH

RISER EXTENSIONS AS NECESSARY.

DET-1 DOMESTIC EXPANSION TANK: THERM-X.TROL MODEL ST-25V OR EQUIVALENT 10.3 GALLON, 8.25 GALLON 3/4"

TANK ACCEPTANCE. 11" DIAMETER x 15" TALL DIAPHRAGM TANK SPECIFICALLY

DESIGNED FOR POTABLE WATER SYSTEMS.

HWCP-1 HOT WATER PUMP: ARMSTRONG COMPASS MODEL 20-20 SS FLANGE OR EQUIVALENT VARIABLE 1"

CIRCULATING PUMP SPEED, WET ROTOR PUMP. STAINLESS STEEL BODY A WITH FLANGES. FLOW

RANGE 0-20 GPM, HEAD RANGE 0-20 FEET. 115 VOLT WITH MAXIMUM AMP OF

.65 AND MAXIMUM WATTS OF 45.

WM-1 WATER METER METER: HERSEY MODEL 211 OR EQUIVALENT TURBINE METER 80 GPM OF FLOW. 3"

REFER TO ARCHITECTURAL INTERIOR ELEVATIONS FOR FIXTURE MOUNTING HEIGHTS OR MOUNT AT MANUFACTURERS RECOMMENDED HEIGHTS.

PLUMBING SCHEDULE NOTES:

1. MINIMUM SIZE OF UNDER SLAB VENT SHALL BE 2".

2. ALL LAVATORIES SHALL BE INSTALLED WITH P-TRAP

AND SUPPLY INSULATION. PROVIDE TRUEBRO MODEL #102 OR EQUAL WITH

P-TRAP INSULATION, HOT AND COLD WATER ANGLE VALVE AND SUPPLY INSULATION

FABRICATED FROM CLOSED CELL VINYL, 3/16" WALL THICKNESS,

"K" VALUE OF 1.17 (BTU*IN/HR*FT^2*DEG F).

CL-1'S IN LOCKER ROOMS WITH LOWER CASEWORK DO NOT NEED INSULATION KITS.

3. CONTRACTOR SHALL VERIFY ALL WALL THICKNESS AND SHALL ORDER APPROPRIATE

OPERATING ROD ASSEMBLY.

4. SUPPLY STOPS MAY BE ELIMINATED AT THE CONTRACTORS OPTION WHEN PLUMBING FIXTURE

IS LOCATED IN A CABINET AND THE FIXTURE HAS SHUT-OFF VALVES TO ISOLATE

THE FIXTURE FROM THE OTHER FIXTURES. ESCUTCHEONS MAY BE ELIMINATED WHERE

THE SUPPLIES PENETRATE THE BOTTOM OF CASEWORK.

5. INSTALL 24"x24" CORELAY MEMBRANE ON ALL FLOOR DRAINS AND FLOOR SINKS

THAT ARE NOT INSTALLED ON SLAB ON GRADE.

6. PLUMBING CONTRACTOR TO PROVIDE AND INSTALL A LAWLER MODEL 570 MXING VALVE

OR EQUIVALENT ON ALL HAND SINKS EQUIPMENT NUMBER 800.

WATER SOFTENER SCHEDULE

OPERATING CONDITIONS EQUIPMENT SIZE EXCHANGE CAPACITY ELECTRICAL DATA MANUFACTURERPEAKFLOW

CONT. FLOW RESIN SOFTENER BRINE KILOGRAINS @ LB SALT NO

MARK SERVES TYPE EWT GPM WPD GPM WPD FT^3 TANK TANK VOLTS PHASE HZ EQUIVALENT MODEL REMARKS

WS-1 DOMESTIC HOT WATER SIMPLEX 40 F 73 25 PSI 55 15 PSI 4 16"x65" 24"x40" 120/60 120 1 60 CULLIGAN CTM-120-2 1,2,3,4,5,6

REMARKS:

1. TANK CONSTRUCTION SHALL BE REINFORECED POLYESTER.

2. PROVIDE A POLYETHYLENE BRINE TANK

3. PROVIDE WITH A FULLY INTEGRATED PROGRAMMABLE MICROPROCESSOR DRIVEN ELECTRONIC CONTROLLER TO AUTOMATICALLY CYCLE THE MAIN OPERATING VALVE THROUGH THE REGENERATION SEQUENCE.

4. 100 PSI RATED

5. WATER SOFTENER SHALL BE INSTALLED AND SET UP BY EQUIPMENT SUPPLIER PER MANUFACTURER RECOMMENDATIONS.

6. SIMPLEX WITH HARD WATER BYPAS CONFIGURED AS A SINGLE AQUA SENSOR DEVICE.

GAS WATER HEATER SCHEDULE

OPERATING CONDITIONS LEAVING CONDTIONS MANUFACTURER OR

MARK TYPE EWT (DEG F) MBH INPUT MEDIUM GAS GAS ELECTRICAL LWT (DEG F) RECOVERY EFFICIENCY STORAGE TANK APPROVED EQUIVALENT MODEL REMARKS

MIN. MAX V/PHASE/HZ GPH

GWH-1 GAS FIRED CONDENSING 40 199 SOFT WATER 4-1/2" WC 14" WC 120/1/60 140 233 97% 100 GALLONS PVI CONQUEST 20 L 100A-GCL 1,2,3,4,5,6,7,8



REMARKS

1. PROVIDE A 15 YEAR TANK AND HEATING SURFACE WARRANTY COVERING WATERSIDE AND CONDENSATE CORRSION, LEAKAGE, RUSTY WATER, MATERIAL AND WORKMANSHIP DEFECTS.

AND A 1 YEAR PARTS AND LABOR WARRANTY.

2 PROVIDE AQUAPLEX TANK AND COMBUSTION CHAMBER (DUPLEX SS) OR EQUAL ASME STAMPED FOR 150 PSI MAWP.

3. PROVIDE ELECTRONIC OPERATING SYSTEM WITH INTEGRATED IGNITION AND OPERATING CONTROL, LOW WATER CUTOFF WITH MANUAL RESET AND TEST SWITCH, CSD-1 COMPLIANT CONTROLS

UL RATED, REMOTE ON/OFF TERMINALS.

4. PROVIDE FACTORY ASME T & P RELIEF VALVE AND DRAIN PIPING CONNECTION WITH FULL SIZE COPPER DRAIN PIPING ROUTED DOWN INTO NEAREST FLOOR DRAIN INDIRECT CONNECTION.

5. PROVIDE SEALED COMBUSTION, DESIGNED & CONSTRUCTED IN ACCORDANCE WITH SECTION IV, PART HLW OF THE ASME CODE

6. DIRECT DUCTED COMBUSTION AIR TO BE SUPPLIED INDIVIDUALLY INTO THE WATER HEATER BURNER FAN INLET THROUGH THE SEALED COMBUSTION AIR DUCTWORK

PROVIDE WITH GAS PRESSURE REGULATOR COMPATIBLE WITH 2 PSIG ENTERING GAS PRESSURE AND REDUCING DOWN TO THE MANUFACTURER RECOMMENDED LOW PRESSURE SETTING.

OF FLUE PER MANUFACTURERS RECOMMENDATIONS.

7. PROVIDE FACTORY AUTHORIZED STARTUP, CONDENSATE NEUTRALIZATION SYSTEM, COMBUSTION AIR TERMINATION CAP, FLUE TERMINATION CAP.

8. PROVIDE BACNET INTERFACE COORDINATE (IP/MSTP) WITH TEMPERATURE CONTROLS CONTRACTOR.

BACKFLOW PREVENTER SCHEDULE

OPERATING CONDITIONS

PEAK FLOW MFR. OR

MARK SERVES TYPE GPM WPD PRESSSURE SIZE BODY INLET VALVE OUTLET VALVE STANDARD APPROVAL EQUIVALENT MODEL REMARKS

BFP-1 DOMESTIC WATER SERVICE DOUBLE CHECK 80 5 PSID 175 PSIG 3" STAINLESS STEEL NRS GATE NRS GATE ASSE STD 1015, AWWA C510-92 WATTS LF757 2

BFP-2 FIRE SPRINKLER SYSTEM DOUBLE CHECK SEE NOTE 1 SEE NOTE 1 175 PSIG 6" STAINLESS STEEL OS & Y OS & Y ASSE STD 1015, AWWA C510-92, UL AND FM WATTS LF757 1 & 2

REMARKS:

1. FLOW RATE AND PRESSURE DROP TO BE BASED ON THE FIRE SPRINKLER HYDRAULIC CALCULATIONS FOR THE FIRE PROTECTION SYSTEM, COORDINATE WITH THE FIRE SPRINKLER CONTRACTOR.

2. BACK FLOW PREVENTER IS TO BE APPROVED BY CITY OF LINCOLN'S WATER DEPARTMENT

#SHEET HISTORY:

?

? - #


402 477.9291 Fax 402 477.6542


Fairway, Kansas



Architecture


ISSUED

TCEP No.: 143-042-15


Hospitality Remodel

Phase 3, Project 8

Mechanical Schedules

M8.26


November 28, 2016


A - 03 12/07/2016 ADDENDUM #03

A - 04 12/12/2016 ADDENDUM #04

04A

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