TYSON AND BILLY ARCHITECTS, P.C.fenixci.com/phocadownload/10980 bid clarification 02.pdf · 1 bid...

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BID CLARIFICATION #02 TO: CONTRACTORS PREPARING COST ESTIMATES RE: PLANS DATED JULY 17, 2016 DATE: AUGUST 2, 2016 SUBJECT: HOPE HARBOR OF OKLAHOMA CITY-54 UNIT BUILDING OKLAHOMA, OK ARCHITECT PROJECT #15-10980 PLEASE TAKE THIS BID CLARIFICATION INTO CONSIDERATION IN PREPARING YOUR CONSTRUCTION COST BREAKDOWN.

TYSON AND BILLY ARCHITECTS, P.C. _______________________________________ RONALD G. BILLY JR., AIA, LEED AP BD + C

THIS BID CLARIFICATION CONSISTS OF ANSWERS TO BIDDERS QUESTIONS AND ADDITIONAL DRAWINGS ORIGINALLY OMITTED FROM THE BID SET. DUE TO TIME CONSTRAINTS ADDITIONAL SPECIFICATION SECTIONS HAVE BEEN ADDED FROM A DIFFERENT PROJECTS IN WHICH THE HEADERS AND FOOTERS WILL BE REVISED AND INSERTED IN THE ISSUED FOR CONSTRUCTION SET. Bid Clarification #02 General Clarifications

1. Door frame elevations as referenced in the drawings to all have 2” frames and 2” heads

2. Vapor barrier to be deleted from face of exterior walls. Details on Sheet A311 to have the vapor barrier deleted

3. Concrete stops required at exterior door openings

4. Self-leveling underlayment to be gypsum system on second and third floors

5. Retaining walls will require railings as indicated on the drawings

6. Foundation WF2.0 is to be at a minimum depth of 2’-6”

7. Spec section 00 7300 – 2.10 states “Contractor shall obtain any and all construction permits required by the City of North Chicago, Illinois, with the Architect providing procedural assistance.” Remove “City of North Chicago, Illinois” and replace with “City of Oklahoma City, Oklahoma.”

8. Floor joist shall be TJI’s as indicated on the architectural drawings and corresponding fire rated assembly

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9. There will not be a gazebo in this project and delete all references to one.

10. Door types will be as follows

a. F: Flush

b. DBL-F: Double Flush

c. HG: Half Glass

11. Unit Room Finish Schedule change Carpet 3 to Carpet 2. Carpets listed in the attached specification section.

12. Brick allowance for Monarch size will be $2,100/1000

Mechanical Clarifications

1. Radiation damper to be utilized at ceiling registers. Drawings to follow.

2. Apartment: Unit A (typical) will have a supply duct size 12x10 for 600 CFM max and Apartment B (typical) will have supply duct size 12x12 for 750 CFM max.

3. Condenser unit can be mounted on prefabricated pads

Electrical Clarifications

1. Electrical meters to be located at the exterior of the building.

2. All apartment distribution is to be single phase

3. The use of 150 Amp panels acceptable in each apartment

4. Fire alarm system to be an Addressable system – Simplex or approved equal

5. Electrician responsible for installing CATV lines and receptacles and phone/data lines and receptacles

6. This is an independent living facility and a nurse call system is not required

Plumbing Clarifications

1. Pex piping is acceptable if the pex-a chanel is utilized and is approved by the local jurisdiction

2. Section 33 1116 Site Water Distribution: PVC piping is acceptable

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HVAC Clarifications

1. Delete Sheet H310, Sheet H330, and Sheet H340. Delete references to Sheet H310, Sheet H330 and Sheet H340 from the Sheet Index. The project will use an entirely electric building and the abovementioned Sheets are not included.

Specification Attachments

1. Section 04 2000 Masonry

2. Section 09 3000 Tile

3. Section 09 6800 Carpeting (Delete in its entirety from the original document and add the attached section)

Drawing Attachments

1. Sheet E100 (Delete in its entirety from the original document and add the attached section)


3. Sheet E310 (Delete in its entirety from the original document and add the attached

section)



section)



section)

8. Sheet H210 (Delete in its entirety from the original document and add the attached section)

9. Sheet H600 (Delete in its entirety from the original document and add the attached

section)

10. Sheet H601 (Delete in its entirety from the original document and add the attached section)

11. Sheet P600 (Delete in its entirety from the original document and add the attached

section)

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END BID CLARIFICATION #02

SECTION 04816

MASONRY VENEER

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Clay Facing Brick.

B. Mortar.

C. Reinforcement and Anchorage.

D. Installation of Lintels.

E. Accessories.

1.02 RELATED SECTIONS

A. Section 05500 - Metal Fabrications: Loose steel lintels.

B. Section 06100 - Rough Carpentry: Wood stud backup for masonry veneer.

C. Section 07620 - Sheet Metal Flashing and Trim

D. Section 07650 - Flexible Flashing

E. Section 07900 - Joint Sealers: Backing rod and sealant at control and expansion joints.

1.03 ALLOWANCES

A. See Section 01210 - Allowances, for cash allowances affecting this section.

B. This allowance includes purchase and delivery of bricks. Installation is not included in the allowance but is specified in this section and is part of the Contract Sum/Price.

1.04 REFERENCES

A. ACI 530/ASCE 5/TMS 402 - Building Code Requirements for Masonry Structures; American Concrete Institute International.

B. ACI 530.1/ASCE 6/TMS 602 - Specification For Masonry Structures; American Concrete Institute International.

C. ASTM A 82 - Standard Specification for Steel Wire, Plain, for Concrete Reinforcement.

D. ASTM A 153/A 153M - Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware.

E. ASTM A 615/A 615M - Standard Specification for Deformed and Plain Billet-Steel Bars for Concrete Reinforcement.

F. ASTM C 91 - Standard Specification for Masonry Cement.

G. ASTM C 216 - Standard Specification for Facing Brick (Solid Masonry Units Made From Clay or Shale).

H. ASTM C 270 - Standard Specification for Mortar for Unit Masonry.

I. ASTM D 226 - Standard Specification for Asphalt-Saturated Organic Felt Used in Roofing and Waterproofing.

J. IMIAWC (CW) - Recommended Practices & Guide Specifications for Cold Weather Masonry Construction; International Masonry Industry All-Weather Council.

Spring Ridge Senior Living 04-6690

04816 MASONRY VENEER

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Owner: __________ Architect: __________ Contractor: __________ Bonding:__________

K. IMIAWC (HW) - Recommended Practices & Guide Specifications for Hot Weather Masonry Construction; International Masonry Industry All-Weather Council.

L. UL (FRD) - Fire Resistance Directory; Underwriters Laboratories Inc..

1.05 SUBMITTALS

A. See Section 01300 - Administrative Requirements, for submittal procedures.

B. Product Data: Provide data for masonry units, mortar, and masonry accessories.

C. Samples: Submit four samples of facing brick units to illustrate color, texture, and extremes of color range.

D. Manufacturer's Certificate: Certify that masonry units meet or exceed specified requirements.

1.06 QUALITY ASSURANCE

A. Comply with provisions of ACI 530/ASCE 5/TMS 402 and ACI 530.1/ASCE 6/TMS 602, except where exceeded by requirements of the contract documents.

1.07 REGULATORY REQUIREMENTS

A. Conform to applicable code for standard requirements for fire rated masonry construction.

1.08 DELIVERY, STORAGE, AND HANDLING

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

B. Deliver all materials in sufficient quantity and time to maintain approved construction schedule. Deliver all packaged materials in manufacturer's original containers, with all labels and markings intact and legible. Remove damaged materials and containers immediately from site.

C. Store all products in a secure, dry location, out of way of construction operations. Store materials on pallets, a minimum of 4" off of the ground. Prevent intermixing of granular materials.

1.09 ENVIRONMENTAL REQUIREMENTS

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

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

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

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

1.10 EXTRA MATERIALS

A. See Section 01600 - Product Requirements, for additional provisions.

B. Provide 50 of each size, color, and type of masonry units for Owner's use in maintenance of project.

PART 2 PRODUCTS

2.01 BRICK UNITS

A. Facing Brick: ASTM C 216, Type FBS, Grade SW.1. Color and texture as selected by Architect.2. Actual size: 3-5/8" x 3-5/8" x 15-5/8".



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3. Special shapes: Molded units as required by conditions indicated, unless standard units can be sawn to produce equivalent effect.

B. Cast Stone Medallions as manufactured by Pineapple Grove Designs: www.pineapplegrove.com Product number 24SM-027 - 24"x24" square medallion Quadrant Design. Color to be selected by Architect from manufactures complete line of standard colors.

C. Trenwyth Prairie stone architectural concrete masonry units for use in all areas called out as cast stone on the contract drawings, including but not limited to banding, sills, and stone caps. Color to be selected by the Architect from manufacturer's standard. Installed according to manufacturer's printed instructions.

D. Cast Stone Veneer at Fireplace in first floor lounge. Coronado Honey Ledge as manufacturered by Coronado Products: www.coronado.com. Color to be selected by the Architect from manufacturer's standard. Install according to manufacturer's printed instructions.

2.02 MORTAR MATERIALS

A. Masonry Cement: ASTM C 91 Type S. One part portland cement, one half part lime. No more than four and one half parts sand, measured damp and loose. Compressive strength of 1800 psi at 28 days; Type M, high strength mortar with 2500psi compressive strength below grade, other types as required by application.1. Colored mortar: Premixed cement as required to match Architect's color sample.

B. Water: Clean and potable.

C. Accelerating Admixture: Nonchloride type for use in cold weather.

D. Moisture-Resistant Admixture: Water repellent compound designed to reduce capillarity.

2.03 REINFORCEMENT AND ANCHORAGE

A. Reinforcing Steel: ASTM A 615/A 615M, grade 60 (420) yield grade, deformed billet bars; galvanized.

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

a. Dur-O-Wal: www.dur-o-wal.com.b. Hohmann & Barnard, Inc: www.h-b.com.c. Masonry Reinforcing Corporation of America: www.wirebond.com.d. Substitutions: See Section 01600 - Product Requirements.

C. Masonry Veneer Anchors: 2-piece anchors that permit differential movement between masonry veneer and structural backup, hot dip galvanized to ASTM A 153/A 153M, Class B.1. Anchor plates: Not less than 0.105 inch thick, designed for fastening to structural backup

through sheathing by two fasteners; provide design with legs that penetrate sheathing and insulation to provide positive anchorage.

2. Wire ties: Triangular shape, 0.1875 inch thick.3. Vertical adjustment: Not less than 5-1/2 inches.4. Seismic Feature: Provide lip, hook, or clip on end of wire ties to engage or enclose not less

than one continuous horizontal joint reinforcement wire of 0.1483 inch diameter.

2.04 FLASHINGS

A. Flashing Materials:As specified in Section 07620 and/or Section 07650.

2.05 ACCESSORIES



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A. Preformed Control Joints: Extruded Neoprene Rubber, closed cell virgin material. Provide with corner and tee accessories, fused joints.1. Manufacturers:

a. Dur-O-Wal: www.dur-o-wal.com.b. Heckmann Building Products, Inc: www.heckmannbuildingprods.com.c. Hohmann & Barnard, Inc: www.h-b.com.d. Substitutions: See Section 01600 - Product Requirements.

B. Joint Filler: Closed cell polyethylene; oversized 50 percent to joint width; self expanding with backer rod. 1. Manufacturers:

a. Dur-O-Wal: www.dur-o-wal.com.b. Heckmann Building Products, Inc: www.heckmannbuildingprods.com.c. Hohmann & Barnard, Inc: www.h-b.com.d. Substitutions: See Section 01600 - Product Requirements.

C. Building Paper: ASTM D 226, Type I ("No. 15") asphalt felt.

D. Weeps: Open head joints or rope wicks as indicated. 3/8" 100% cotton sash rope.

E. Cavity Mortar Diverter: Semi-rigid polyethylene or nylon mesh blocks, sized to fill bottom of wall cavity and suspend mortar droppings above weep/cavity vents to allow cavity drainage. Provide system manufactured by Masonry Reinforcing Corporation of America, www.wirebond.com.1. "Mortar Net" Weep Vent 1" thick x 10" height x 5'-0" length trapezoidal configuration

designed to allow moisture to flow downward in the cavity or collar joint to masonry flashing and weeps and hence to the exterior.

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

2.06 MORTAR MIXES

A. Mortar for Unit Masonry: ASTM C 270, Proportion Specification.1. Masonry below grade and in contact with earth: Type M.2. Exterior, non-loadbearing masonry: Type S.3. Interior, non-loadbearing masonry: Type N.

PART 3 EXECUTION

3.01 WEATHER PROTECTION

A. Cold weather: Heat mortar water and sand, enclose walls and provide temporary heat as recommended by BIA Tech Notes 1, 1A, 1B, and 1C.

B. Hot Weather: Use Mortar within 1-1/2 hour after mixing for ambient 80 degree F or above.

3.02 EXAMINATION

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

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

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

D. Beginning of installation means installer accepts existing conditions.

3.03 FIRE RATING

A. Where rating are indicated, provide assemblies identical to tested assemblies and accepted by authorities having jurisdiction.

3.04 PREPERATION



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Pre manufactured weeps

A. Direct and coordinate placement of metal anchors supplied to other sections.

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

3.05 COURSING

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

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

C. Brick Units:1. Bond: Running. Except where areas of special coursing , patterns, and bonding are

indicated on drawings.2. Coursing: Two units and two mortar joints to equal 12 inches.3. Mortar Joints: Uniform 3/8", Tooled Concave.

D. Provide full bed, head and collar joints except at weepholes.

E. Keep cavity clean of mortar droppings and other materials during construction. Strike joints facing cavity flush.

3.06 PLACING AND BONDING

A. Lay masonry units in full bed of mortar, with full head and collar joints, except at weepholes, uniformly jointed with other work.

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

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

D. Remove excess mortar as work progresses. Keep cavity clean of mortar dropping and other material during construction. Strike joints facing cavity flush.

E. Interlock intersections and external corners.

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

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

H. Isolate top joint of masonry veneer from horizontal and vertical structural framing members or support angles with compressible joint filler.

3.07 WEEPS/CAVITY VENTS

A. Install weeps in veneer walls at 24 inches on center horizontally above through-wall flashing, above shelf angles and lintels, at bottom of walls, and ledges.

B. Install cavity mortar diverter at base of cavity as recommended by manufacturer to prevent mortar droppings from blocking weep/cavity vents. Drainage system to be continuous at the base of the wall.

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

3.08 REINFORCEMENT AND ANCHORAGE - MASONRY VENEER

A. Install horizontal joint reinforcement 16 inches on center.



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B. Stud back-Up: Secure veneer anchors to stud framed back-up and embed into masonry veneer at maximum 2.0 sq ft of wall surface per anchor. Place additional anchors at perimeter of openings and ends of panels, so maximum spacing of anchors is 8 on center.

C. Seismic Reinforcement: Connect veneer anchors with continuous horizontal wire reinforcement before embedding anchors in mortar.

3.09 MASONRY FLASHINGS

A. Whether or not specifically indicated, install masonry flashing to divert water to exterior at all locations where downward flow of water will be interrupted.1. Extend flashings full width at such interruptions and at least 4 inches into adjacent masonry

or turn up at least 4 inches to form watertight pan at non-masonry construction.2. Remove or cover protrusions or sharp edges that could puncture flashings.3. Seal lapped ends and penetrations of flashing before covering with mortar.

B. Prepare masonry surfaces smooth and bed flashing in mortar.

C. Extend metal flashings through exterior face of masonry and turn down to form drip.

D. Lap end joints of flashings at least 4 inches and seal watertight with mastic or elastic sealant.

3.10 LINTELS

A. Install loose steel lintels over openings.

B. Maintain minimum 8 inch bearing on each side of opening.

3.11 CONTROL AND EXPANSION JOINTS

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

B. Provide expansion joint as detailed and at spacing no greater than 30 feet O.C. at locations approved by architect.

C. Install preformed control joint device in continuous lengths. Seal butt and corner joints in accordance with manufacturer's instructions.

D. Size control joint in accordance with Section 07900 for sealant performance.

E. Provide expansion joints as detailed and at spacing no greater than 30'-0" o.c.at locations approved by Architect.

3.12 BUILT-IN WORK

A. As work progresses, build-in hollow metal frames, window frames, steel angle, lintels, wood nailing strips, anchor bolts, plates, and other items supplied by other sections.

B. Build-in items plumb and true.

C. Bed anchors of hollow metal frames in mortar joints. Fill frame voids solid with mortar. Fill masonry cores with grout minimum 12 inches from framed openings.

D. Do not build-in organic materials which will be subject to rot or deterioration.

3.13 TOLERANCES

A. Maximum Variation From Unit to Adjacent Unit: 1/16 inch.

B. Maximum Variation from Plane of Wall: 1/8 inch in 20 ft.

C. Maximum Variation from Plumb: 1/8 inch in 20 ft.

D. Maximum Variation from Level Coursing: 1/8 inch in 20 ft.



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E. Maximum Variation of Joint Thickness: 1/8 inch in 3 ft.

3.14 DAMAGED UNITS

A. Remove and replace damaged units

B. Enlarge holes in mortar.

C. Prepare joints to receive sealant.

3.15 CUTTING AND FITTING

A. Cut and fit for sleeves, pipes, conduit, and grounds. Coordinate with other sections of work to provide correct size, shape, and location.

B. Obtain approval from Architect/Engineer prior to cutting or fitting masonry work not indicated on drawings or where appearance or strength of masonry work may be impaired.

3.16 CLEANING

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

B. Replace defective mortar. Match adjacent work.

C. Clean brick using bucket and brush method in compliance with BIA Tech Note 20.

D. Use non-metallic tools in cleaning operations.

3.17 PROTECTION OF FINISHED WORK

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

END OF SECTION



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Legacy Manor of Mason City II 09 300014-10590 TILE

July 2014 09 3000 - 1

SECTION 09 3000 - TILEPART 1 GENERAL1.01 SECTION INCLUDES

A. Ceramic tile for floor applications.B. Ceramic accessories.

1.02 RELATED REQUIREMENTSA. Section 03 5400 - Cast Underlayment.B. Section 09 6800 - Carpeting: Transition strip at edge of tile.

1.03 REFERENCE STANDARDSA. TCNA (HB) - Handbook for Ceramic, Glass, and Stone Tile Installation - Version; 2013.1.

1.04 SUBMITTALSA. See Section 01 3000 - Administrative Requirements, for submittal procedures.B. Product Data: Provide manufacturers' data sheets on tile, mortar, grout, and accessories.

Include instructions for using grouts and adhesives.C. Selection samples: Sample of actual tile and grout for selection.D. Manufacturer's Certificate: Certify that products meet or exceed specified requirements.E. Maintenance Data: Include recommended cleaning methods, cleaning materials, stain removal

methods, and polishes and waxes.1.05 QUALITY ASSURANCE

A. Manufacturer Qualifications: Company specializing in manufacturing the types of productsspecified in this section, with minimum 5 years of documented experience.

B. Installer Qualifications: Company specializing in performing tile installation, with minimum of 5years of documented experience.

1.06 DELIVERY, STORAGE, AND HANDLINGA. Protect adhesives from freezing or overheating in accordance with manufacturer's instructions.

1.07 FIELD CONDITIONSA. Do not install solvent-based products in an unventilated environment.B. Maintain ambient and substrate temperature of 50 degrees F during installation of mortar

materials.PART 2 PRODUCTS2.01 TILE

A. Manufacturers: All products by the same manufacturer.1. Dal-Tile Corporation: www.daltile.com.2. Substitutions: See Section 01 6000 - Product Requirements.

B. Glazed Porcelain Floor Tile: For Unit Bathrooms1. Product: Exquisite2. Pattern: Brickwork Square (Running Bond)3. Moisture Absorption: Less than 0.5%4. Size and Shape: 12 inch square5. Thickness: 5/16 inch6. Edges: Square7. Dynamic Coefficient of Friction: Greater than or equal to .42 (wet) per A137.1-2012

section 9.68. Breaking Strength: Greater than 275 lbs9. Abrasion Resistance: 4

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10. Surface Finish: Glazed11. Colors: To be selected by Architect from manufacturer's standard range

C. Glazed Porcelain Floor Tile: For Common Areas1. Product: Vivaldi Glazed Porcelain Tile by Lea USA2. Pattern: Staggered and varied to create wood floor look3. Moisture Absorption: Less than 0.5%4. Size and Shape: 6x245. Thickness: min 5/16 inch6. Edges: Square7. Static Coefficient of Friction: Greater than or equal to .6 (wet) per ASTM c10288. Breaking Strength: Greater than 250 lbs9. Abrasion Resistance: 410. Surface Finish: Glazed11. Colors: To be selected by Architect from manufacturer's standard range

2.02 TRIM AND ACCESSORIESA. Ceramic Accessories: Glazed finish, same color and finish as adjacent field tile; same

manufacturer as tile.2.03 SETTING MATERIALS

A. Provide setting materials made by the same manufacturer as grout.B. Polymer fortified thin set mortar: complying with ANSI A118.4 and ANSI A118.11.

1. Products:a. LATICRETE International, Inc; LATICRETE 254 Platinum: www.laticrete.com.b. Substitutions: See Section 01 6000 - Product Requirements.

2.04 GROUTSA. Manufacturers:

1. LATICRETE International, Inc; LATICRETE SpectraLOCK PRO Grout:www.laticrete.com.

2. Substitutions: See Section 01 6000 - Product Requirements.B. Epoxy Grout: ANSI A118.3 chemical resistant and water-cleanable epoxy grout.

1. Applications: Where indicated.2. Color(s): As selected by Architect from manufacturer's full line.3. Products:

a. LATICRETE International, Inc; LATICRETE SPECTRALOCK PRO Premium Grout:www.laticrete.com.

b. Substitutions: See Section 01 6000 - Product Requirements.C. Colors: To be selected by Architect from manufacturer's standard range.

2.05 THIN-SET ACCESSORY MATERIALSA. Tile contractor to supply and install one of the following at unit bathrooms located on the 2nd

and third floor below tile per manufactures instructions.1. Waterproofing Membrane at 2nd and 3rd floor unit bathrooms : Specifically designed for

bonding to cementitious substrate under thick mortar bed or thin-set tile; complying withANSI A118.10 and ANSI A118.12a. Type: Fluid-applied.b. Thickness: 25 mils, minimum, dry film thickness.

2. Waterproofing Membrane: Fluid applied neoprene complying with ANSI A118.10.3. Sheet Applied, pliable, bonded waterproof membrane made of Polyehtylene; adhered to

substrate with appropriate mortar.4. Other waterproofing systems designed for tile/thin set applications for architects review.

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PART 3 EXECUTION3.01 EXAMINATION

A. Verify that sub-floor surfaces are smooth and flat within the tolerances specified for that type ofwork and are ready to receive tile.

B. Verify that sub-floor surfaces are dust-free and free of substances that could impair bonding ofsetting materials to sub-floor surfaces.

C. Verify that concrete sub-floor surfaces are ready for tile installation by testing for moistureemission rate and alkalinity; obtain instructions if test results are not within limits recommendedby tile manufacturer and setting materials manufacturer.

3.02 PREPARATIONA. Protect surrounding work from damage.B. Vacuum clean surfaces and damp clean.C. Seal substrate surface cracks with filler. Level existing substrate surfaces to acceptable

flatness tolerances.3.03 INSTALLATION - GENERAL

A. Install tile and grout in accordance with applicable requirements of ANSI A108.1A throughA108.13, manufacturer's instructions, and TCNA (HB) recommendations.

B. Pattern: All joints aligned or as indicated in part 2. products; no edge tile less than half size.C. Place tile joints uniform in width, subject to variance in tolerance allowed in tile size. Make

grout joints without voids, cracks, excess mortar or excess grout, or too little grout.D. Install ceramic accessories rigidly in prepared openings.E. Sound tile after setting. Replace hollow sounding units.F. Prior to grouting, allow installation to completely cure; minimum of 48 hours or as

recommended by the manufacturer.G. Grout tile joints.

3.04 CLEANINGA. Clean tile and grout surfaces.

3.05 PROTECTIONA. Do not permit traffic over finished floor surface for 4 days after installation. Special attention

required at ground floor where tile is to be installed at main entry and corridor.END OF SECTION

Legacy Manor of Mason City II 09 680014-10590 CARPETING

July 2014 09 6800 - 1

SECTION 09 6800 - CARPETINGPART 1 GENERAL1.01 SECTION INCLUDES

A. Broadloom carpet, direct-glued.B. Entry walk-off carpet, direct-glued.C. Accessories.

1.02 RELATED REQUIREMENTSA. Section 03 3000 - Cast-in-Place Concrete: Restrictions on curing compounds for concrete

slabs and floors to receive adhesive-applied carpet.B. Section 03 5405 - Self-Leveling Underlayment.C. Section 06 2000 - Finish Carpentry: Wood base at perimeter of carpeting.D. Section 09 6500 - Resiliet Flooring: Resilient base at perimeter of carpeting; carpet edge

transition strips.1.03 ADMINISTRATIVE REQUIREMENTS

A. Coordinate with underfloor utility subcontractors to assure that access plates for underfloorutilities are installed flush to top of concrete slabs.

1.04 SUBMITTALSA. See Section 01 3000 - Administrative Requirements, for submittal procedures.B. Shop Drawings: Indicate seaming plan, method of joining seams, direction of carpet pile and

pattern, location of edge moldings and edge bindings .C. Product Data: Provide data on specified products, describing physical and performance

characteristics; sizes, patterns, colors available, and method of installation.D. Samples: Submit two samples 12x12 inch in size illustrating color and pattern for each carpet

material specified.E. Submit two, 4 inch long samples of edge strip for each color specified.F. Submit data documenting VOC content of carpet, cushion, and adhesives; copy of current CRI

Approved Products Listing is acceptable.G. Copies of Warranties: Submit manufacturer warranty and ensure that forms have been

completed in Owner's name and registered with manufacturer.H. Manufacturer's Installation Instructions: Indicate special procedures and perimeter conditions

requiring special attention.I. Maintenance Data: Include maintenance procedures, recommended maintenance materials,

and suggested schedule for cleaning.1.05 QUALITY ASSURANCE

A. Environmental Emissions: Carpet and adhesives shall be labeled with or otherwisedocumented as meeting the Carpet and Rug Institute (CRI) Green Label Plus or Green Labeltesting criteria.

B. Manufacturer Qualifications: Company specializing in manufacturing specified carpet withminimum three years experience.

C. Installer Qualifications: Company specializing in installing carpet with minimum three yearsdocumented experience.

1.06 FIELD CONDITIONSA. Store materials in area of installation for minimum period of 24 hours prior to installation.B. Maintain minimum 70 degrees F ambient temperature 72 hours prior to, during and 24 hours

after installation.


July 2014 09 6800 - 2

C. Ventilate installation area during installation and for 72 hours after installation.1.07 EXTRA MATERIALS

A. See Section 01 6000 - Product Requirements, for additional requirements.B. Broadloom Carpet: Turn leftover useable carpet pieces to Owner, furnishing at least 20 sq ft of

carpet of each type, color, and pattern installed.1. No carpet piece shall be less than 3x4 feet.

C. Modular Carpet Tile: Turn over to Owner at least 12 carpet tiles matching the tiles installed.1.08 WARRANTY

A. See Section 01 7800 - Closeout Submittals, for additional warranty requirements.B. Provide 10 year manufacturer's replacement warranty against excessive wear.

PART 2 PRODUCTS2.01 MANUFACTURERS

A. Carpet:1. J & J Industries, Inc: www.jjindustries.com. (Contact Heidi Fenoglia:

[email protected])2.02 CARPET

A. Carpet Type 1: Palladian Broadloom 6540 with TitanBac Plus backing by J&J Commercial1. Critical Radiant Flux: Minimum of 0.45 watts/sq cm, when tested in accordance with

ASTM E648 or NFPA 253.2. VOC Content: CRI Green Label Plus certified.3. Dye Method: Solution/Yarn Dyed4. Color: as selected.5. Roll Width: 12 feet6. Max. Electrostatic Charge: 3.0 K.7. Pile Weight: Dialed up to 28 oz/sq yd.

B. Carpet Type 2 (Apt Units): Merge Broadloam 3520 with Endure Plus Cushion Backing by J& JCommercial, conforming to the following criteria:1. Critical Radiant Flux: Minimum of 0.45 watts/sq cm, when tested in accordance with

ASTM E648 or NFPA 253.2. VOC Content: CRI Green Label Plus certified.3. Dye Method: Solution Dyed4. Color: As selected from manufacturer's full range of colors.5. Roll Width: 12 ft.6. Max. Electrostatic Charge: 3.0 Kv at 20 percent R.H.7. Pile Weight: Dialed up to 26 oz/sq yd.

C. Entry Walk-Off Carpet: Coral® Brush Activ Entrance Flooring by Forbo Flooring, Inc. by ForboFlooring, Inc.; www.forbo-flooring.com.1. Description: 100% polyamide, triple-texture, cut-pile yarns providing capillary, scraping

and wiping actions.2. Dye Method: Pigment dyed.3. Width: 2 Meters (79")4. Length: 27.5 Meters (90.22 Feet)5. Gauge: 10mm (0.394”)6. Backing: Water impervious EVERFORT® vinyl.7. Pattern and Color: As selected by Architect from manufacturer's standard patterns and

colors.8. Adhesive: Forbo Flooring, Inc. FRS 885 Adhesive.

D. Contractor is responsible for including appropriate yardage for pattern matches.


July 2014 09 6800 - 3

2.03 ACCESSORIESA. Sub-Floor Filler: Type recommended by carpet manufacturer.B. Mounting: Direct glue down with waterproof, strippable adhesive.C. Termination strips and transition strips: Heavy duty vinyl or rubber, color as selected.D. Adhesives: Releasable type compatible with materials being adhered; maximum VOC content

of 50 g/L; CRI Green Label certified; in lieu of labeled product, independent test report showingcompliance is acceptable.

E. Seam Adhesive: Recommended by manufacturer.PART 3 EXECUTION3.01 EXAMINATION

A. Verify that sub-floor surfaces are smooth and flat within the tolerances specified for that type ofwork and are ready to receive carpet.

B. Verify that sub-floor surfaces are dust-free and free of substances that could impair bonding ofadhesives to sub floor surfaces.

C. Cementitious Sub-floor Surfaces: Verify that substrates are dry enough and ready for flooringinstallation by testing for moisture and pH.1. Test in accordance with ASTM F710.2. Obtain instructions if test results are not within limits recommended by flooring material

manufacturer and adhesive materials manufacturer.3.02 PREPARATION

A. Prepare floor substrates as recommended by flooring and adhesive manufacturers.B. Remove sub-floor ridges and bumps. Fill minor or local low spots, cracks, joints, holes, and

other defects with sub-floor filler.C. Apply, trowel, and float filler to achieve smooth, flat, hard surface. Prohibit traffic until filler is

cured.D. Clean substrate.

3.03 INSTALLATION - GENERALA. Starting installation constitutes acceptance of sub-floor conditions.B. Install carpet and cushion in accordance with manufacturer's instructions and CRI Carpet

Installation Standard.C. Install carpet in accordance with manufacturer's instructions for direct-glued application.D. Verify carpet match before cutting to ensure minimal variation between dye lots.E. Lay out carpet and locate seams in accordance with shop drawings:

1. Locate seams in area of least traffic, out of areas of pivoting traffic, and parallel to maintraffic.

2. Do not locate seams perpendicular through door openings.3. Align run of pile in same direction as anticipated traffic and in same direction on adjacent

pieces.4. Locate change of color or pattern between rooms under door centerline.5. Provide monolithic color, pattern, and texture match within any one area.6. Lay carpet in adjacent areas in the same direction

F. Install carpet tight and flat on subfloor, well fastened at edges, with a uniform appearance.G. Unsatisfactory Work: Work installed not in accord with manufacturer's instructions, or in a

manner unacceptable to the Architect, will be deemed unsatisfactory and may require removaland relaying at the contractor's expense.


July 2014 09 6800 - 4

H. No splices in areas less than 12 x 12 ft. One splice per 12 running feet in areas greater than 12x 12 ft.

I. Modular Tiles: Lay symmetrical to axis of room so as to minimize number of tiles less than halfsize. Make joints tight and straight all across room.

3.04 DIRECT-GLUED CARPETA. Double cut carpet seams, with accurate pattern match. Make cuts straight, true, and unfrayed.

Apply seam adhesive to cut edges of woven carpet immediately.B. Apply contact adhesive to floor uniformly at rate recommended by manufacturer. After

sufficient open time, press carpet into adhesive.C. Apply seam adhesive to the base of the edge glued down. Lay adjoining piece with seam

straight, not overlapped or peaked, and free of gaps. Apply seam glue so that it will be over oras high as primary backing.

D. Roll with appropriate roller, minimum 100 pounds, for complete contact of adhesive to carpetbacking.

E. Trim carpet neatly at walls and around interruptions.1. At plates for access to underfloor utilities, cover the plates with section of carpet cut to

match shape of access plate; use compass cutter for round plates.F. Complete installation of edge strips, concealing exposed edges.

3.05 INSTALLATION ON STAIRSA. Use one piece of carpet for each tread and the riser below. Apply seam adhesive to all cut

edges.B. Install carpet with pile direction in the length of the stair.C. Adhere carpet tight to stair treads and risers.

3.06 CLEANING AND PROTECTIONA. Remove excess adhesive from carpet, floor and wall surfaces without damage.B. Upon completion of carpet work, restrict all traffic in finished areas to normal foot traffic for a

minimum of two days.C. Provide and maintain proper protection. Vacuum clean all carpet prior to placing protection.

Place protection continuously with all seams lapped a minimum of 6 inches and taped.Maintain in good condition until directed

D. When directed by the Architect, completely remove all protection and tape, and legally disposeof off site.

E. Clean and vacuum carpet surfaces with an upright beater bar or upright stiff nylon brush typevacuum cleaner.

END OF SECTION

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1. SEE SHEET E001 FOR ELECTRICAL SYMBOLS AND ABBREVIATIONS.

2. WIRING SHOWN ON PLANS INDICATES ONE POSSIBLE SOLUTION. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMINGVOLTAGE DROP CALCULATIONS FOR THE ACTUAL WIRING AND ROUTING INSTALLED.

COORDINATE ACTUAL LOCATION AND MOUNTING HEIGHT OF PHOTOCELL WITH ARCHITECT FOR OPTIMUM OPERATION.

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UNIT-A797 SF

OFFICE101 SF

VEST.101 SF

MECH/ELECTRICAL633 SF

LOBBY270 SF

CORRIDOR1953 SF

STAIR 1182 SF

UNIT-A798 SF UNIT-A

798 SF

UNIT-A798 SF

UNIT-D857 SF

UNIT-A799 SF

UNIT-A799 SF

COMMUNITYROOM

1267 SF

UNIT-A798 SF

UNIT-A798 SF

UNIT-A798 SF

UNIT-A798 SF

UNIT-A797 SF

UNIT-D857 SF

STAIR 2191 SF

UNIT-A798 SF

PRIVATEDINNING388 SF

STORMSHELTERS

815 SF

MAIL49 SF

W.60 SF

M.61 SF

TRASH85 SF

OFFICE142 SF

MECHROOM100 SF

STORMSHELTERS

1120 SF

RUBBISH164 SF

ELEVATOR50 SF

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EXPIRES: 07-31-2016

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PPA

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ELECTRICAL METERS AND MAINDEVICE. SEE ELECTRICAL RISERDIAGRAM ON SHEET E700

PPA- 1,3,5

PPA- 2

PPA- 9,11

PPA- 4,6,8

PPA- 13,15

2727

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27

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PPA- 17,19

PPA- 10,12,14

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PPA- 20,22PPA- 25,27

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STAIR 1182 SF

UNIT-A798 SF

UNIT-A798 SF

UNIT-A798 SF

UNIT-D857 SF

UNIT-A799 SF

UNIT-A799 SF

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STORMSHELTERS

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MAIL49 SF

W.60 SF

M.61 SF

TRASH85 SF

OFFICE142 SF

MECHROOM100 SF

STORMSHELTERS

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RUBBISH164 SF

ELEVATOR50 SF

EF-1

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PPA- 57,59

PPA- 62,64

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PPA- 63PPA- 65PPA- 66

F200

F200

F200

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ALL 120V GENERAL PURPOSE ANDEQUIPMENT RECEPTACLES INSTALLED INMECHANICAL/ELECTRICAL ROOM SHALL BEGFCI TYPE.

ACCU-AHU-1

ACCU-AHU-2

ACCU-AHU-3

ACCU-AHU-4

TYPICAL- CU-A & CU-D: PROVIDE SAFETYSWITCH CONNECTED ON PANEL OF UNITSERVED. SEE SHEET E500.

CU-ME-1

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E

OC

J

J

V

V

V

SD

SD

SD

H

OC

OC

OC

OC

E

TV

TV

TV

E

OC

OC

+42"REF

+18"DWGFCI

+18"GD

RANGE

+72"HOOD

HOOD +44"

GFCI+44"

GFCI+44"

GD+44"

+44"GFCI

GFCI+44"

GFCIWASHER DRYER

GFCI+42"

GFCI+44" 3

3

177cd 177cd

M

EF-T

PNLA

R4

11

1

R5

R1

R7

R7

R7

R7

R7

R7

R7

11

11

1

1

11

11

11

11

11

11

11

11

11

11

1111

2 4,6147

8,10

12

3

3 9

5

20

20

20

20

18

18

18

18

18

22

22

22

22

24

9

13

CU-A CU-A CU-A

R3

R3

19,21

33

33

11 11 11

R2R6

EF-K

15cd

15cd

AC-A

15,17

11 12

I

H

UNIT-A798 SF

+44"DW

R8 R8 R8

16

MICRO+44"

DRYER WASHERGFCI

+42"REF

GFCI

GFCIGFCI

+44"

+44"+44"

RANGE

GFCI

+18"DW

GD GD+18"

+44"

+72"HOOD

HOOD+44"

GFCI+42"

GFCI+44"

3

3

177cd

15cd

177cd

M

15cd

PNLD

R4

R6

R5

R1R2

R3

R3

R3

R7

R7R7

R7

11R7

11

11

11

11

11

1111

11

11

1111

9

3

24

9

9

1

111

4,6 2

20

20

20

20

22

22

22

22

18

18 18

18

18

5

8,1012

7

14

1113

CU-D CU-D CU-D

15,17

R81111

EF-T

EF-K

11

19,21

AC-D

12 14

I

H

G

F

13

UNIT-D858 SF

R8

DW+44"

R8

16MICRO

+44"

11

R7

GENERAL NOTESA. FOR ELECTRICAL SYMBOLS, ABBREVIATIONS AND GENERAL NOTES, SEE SHEET

E001.B. SEE LIGHTING FIXTURE SCHEDULE ON SHEET E600.C. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT PLACEMENT

OF LIGHTING FIXTURES.D. ALL RECEPTACLE SHALL BE MOUNTED AT +16" AFF UNLESS NOTED OTHERWISE.E. FIRE ALARM VENDOR TO PROVIDE COMPLETE SHOP DRAWINGS TO THE

AUTHORITY HAVING JURISDICTION FOR REVIEW AND APPROVAL. FIRE ALARMVENDOR TO INCLUDE ANY ADDITIONAL DEVICES TO PROVIDE A FULLYFUNCTIONAL SYSTEM.

F. COORDINATE ALL DEVICE LOCATIONS WITH ARCHITECT PRIOR TO ROUGH IN.G. PROVIDE SINGLE GANG PLASTER RING FOR EMERGENCY CALL STATION DEVICE.

EMERGENCY CALL SYSTEM WORK IS LIMITED TO ROUGH IN ONLY. DEVICE,CABLE, TERMINATIONS AND ACTIVATION BY OTHERS.

H. PROVIDE SMOKE DETECTOR WITH SOUNDER BASE IN EACH ROOM ON THISSHEET. SMOKE DETECTOR SHALL ACTIVATE SOUNDER BASE AND STROBESWITHIN THE ROOM ONLY AND INDICATE A SUPERVISORY SIGNAL ON THE FACP.SOUNDER BASE AND STROBES WILL ACTIVATE THROUGHOUT THE RESIDENCEWHEN THE GENERAL ALARM IS ACTIVATED.

I. CIRCUIT NUMBERS ARE FOR COUNT ONLY. SEE PANEL SCHEDULES ON THE E600SERIES OF SHEETS FOR SPECIFIC ROOM CIRCUIT NUMBERS.

J. ALL RECEPTACLES IN RESIDENCE UNITS SHALL BE TAMPER RESISTANT.K. ALL SLEEPING ROOM RECEPTACLE OUTLETS SHALL BE AFCI PROTECTED.

PROVIDE COMBINATION TYPE AFCI RECEPTACLE AT FIRST OUTLET ON CIRCUITAND CONNECT FOR DOWNSTREAM PROTECTION OF ROOM OUTLETS. LABEL ALLAFCI PROTECTED OUTLETS.

EXPIRES: 07-31-2016

28881L

OR

NIC

ES E

D

P

K AMOL A OH

RE

ESF S I OLAN

ENE

GI

N

Robert A.Boellner

Tyso

n an

d B

illy

Arc

hite

cts,

P.C

.40

00 M

orsa

y D

rive

Roc

kfor

d, IL

611

07(8

15)

229-

8222

FAX

: (81

5) 2

29-8

218

Sheet No:

of sheets

ww

w.ty

sona

ndbi

lly.c

omP

roje

ct N

umbe

r

REVISION DATE

Dat

eD

rn.

App

d.BO

ND

ING

CO

.C

ON

TRA

CTO

R

OW

NER

ARC

HIT

ECT

630

N. C

HU

RC

H S

T. S

UIT

E 10

1R

ockf

ord,

IL

611

03(8

15)

540-

4733

FAX

: (81

5) 9

65-2

491

ANC

HO

R H

OU

SIN

GD

EVEL

OPM

ENT,

LLC

PERMIT SET8/2/

2016

8:5

4:49

PM

E500

ENLA

RG

ED E

LEC

TRIC

AL P

LAN

- U

NIT

A &

BH

OPE

HAR

BOR

OF

OKL

AHO

MA

CIT

Y54

IND

IPEN

DEN

T LI

VIN

G A

PAR

TMEN

TS

P14-

4800

07-1

3-20

16Au

thor

Che

cker

1/4" = 1'-0"1 ENLARGED ELECTRICAL PLAN - UNIT A

1/4" = 1'-0"2 ENLARGED ELECTRICAL PLAN - UNIT B

1

11

1

2

2 33

PLAN NOTES1 ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL CEILING FAN BOX AS

REQUIRED FOR CEILING FAN INSTALLATION. ONE SWITCH SHALL CONTROLFAN BLADES AND ONE SWITCH SHALL CONTROL FAN LIGHT.

2 PROVIDE CONNECTIONS TO EXHAUST FAN BY MECHANICAL CONTRACTOR.3 PROVIDE DOUBLE SINGLE POLE SWITCH FOR LIGHTS AND SINGLE SWITCH FOR

EXHAUST FAN.

1 8/02/2016

11

1

1

1

1

EXPIRES: 07-31-2016

28881L

OR

NIC

ES E

D

P

K AMOL A OH

RE

ESF S I OLAN

ENE

GI

N

Robert A.Boellner

Tyso

n an

d B

illy

Arc

hite

cts,

P.C

.40

00 M

orsa

y D

rive

Roc

kfor

d, IL

611

07(8

15)

229-

8222

FAX

: (81

5) 2

29-8

218

Sheet No:

of sheets

ww

w.ty

sona

ndbi

lly.c

omP

roje

ct N

umbe

r

REVISION DATE

Dat

eD

rn.

App

d.BO

ND

ING

CO

.C

ON

TRA

CTO

R

OW

NER

ARC

HIT

ECT

630

N. C

HU

RC

H S

T. S

UIT

E 10

1R

ockf

ord,

IL

611

03(8

15)

540-

4733

FAX

: (81

5) 9

65-2

491

ANC

HO

R H

OU

SIN

GD

EVEL

OPM

ENT,

LLC

PERMIT SET8/2/

2016

8:1

8:40

PM

E601

ELEC

TRIC

AL S

CH

EDU

LES

SHEE

T-1

HO

PE H

ARBO

R O

F O

KLAH

OM

A C

ITY

54 IN

DIP

END

ENT

LIVI

NG

APA

RTM

ENTS

P14-

4800

07-1

3-20

16Au

thor

Che

cker

Remarks:

Total Connected Load (Amps): 41.9 ATotal Connected Load (kVA): 15.1 kVA

Total Load: 5.9 kVA 5 kVA 4 kVA30

2928

2726

25 -- -- -- 225 VA24

23 Site Lighting 20 A 2 225 VA168 VA 1 20 A Lighting 22

21 Lighting 20 A 1 240 VA200 VA 1 20 A 1st Floor Exit Lights 20

19 Lighting 20 A 1 920 VA700 VA 1 20 A Lighting 18









1 Lighting 20 A 1 460 VA

CircuitNumber Circuit Description Trip Poles

A B CPoles Trip Circuit Description

CircuitNumber

xxxxxGeneral Panel Comments:

Enclosure Type: Type 1 Ground: Standard Main Rating: 100 AMounting: Surface Wire: 4 Main Type: M.L.O

Supplied From: MDP Phase: 3 A.I.C. Rating: 65kAICLocation: MECH/ELECTRICAL 118 Voltage: 120/208 Wye Branch: Normal

Branch Panel: LPA

Remarks:


Total Load: 107.8 kVA 108 kVA 106 kVA30

2928

2726

2524

2322

2120

1920000 VA -- -- -- 18

17 -- -- -- 20000 VA20000 VA -- -- -- 16

15 -- -- -- 20000 VA20000 VA 3 200 A EWH-3 14

13 EWH-2 200 A 3 20000 VA20000 VA -- -- -- 12

11 -- -- -- 4214 VA20000 VA -- -- -- 10

9 -- -- -- 4927 VA20000 VA 3 200 A EWH-1 8

7 LPA 100 A 3 5900 VA10700 VA -- -- -- 6

5 -- -- -- 31282 VA10500 VA -- -- -- 4

3 -- -- -- 32284 VA10400 VA 3 225 A PPB 2

1 PPA 400 A 3 31538 VA



CircuitNumber

General Panel Comments:

Enclosure Type: Type 1 Ground: Main Rating: 1200 AMounting: Surface Wire: 4 Main Type:

Supplied From: Phase: 3 A.I.C. Rating:Location: MECH/ELECTRICAL 118 Voltage: 120/208 Wye Branch:

Branch Panel: MDP

1 8/02/2016

1

EXPIRES: 07-31-2016

28881L

OR

NIC

ES E

D

P

K AMOL A OH

RE

ESF S I OLAN

ENE

GI

N

Robert A.Boellner

Tyso

n an

d B

illy

Arc

hite

cts,

P.C

.40

00 M

orsa

y D

rive

Roc

kfor

d, IL

611

07(8

15)

229-

8222

FAX

: (81

5) 2

29-8

218

Sheet No:

of sheets

ww

w.ty

sona

ndbi

lly.c

omP

roje

ct N

umbe

r

REVISION DATE

Dat

eD

rn.

App

d.BO

ND

ING

CO

.C

ON

TRA

CTO

R

OW

NER

ARC

HIT

ECT

630

N. C

HU

RC

H S

T. S

UIT

E 10

1R

ockf

ord,

IL

611

03(8

15)

540-

4733

FAX

: (81

5) 9

65-2

491

ANC

HO

R H

OU

SIN

GD

EVEL

OPM

ENT,

LLC

PERMIT SET8/2/

2016

8:1

8:52

PM

E602

ELEC

TRIC

AL S

CH

EDU

LES

SHEE

T-2

HO

PE H

ARBO

R O

F O

KLAH

OM

A C

ITY

54 IN

DIP

END

ENT

LIVI

NG

APA

RTM

ENTS

P14-

4800

07-1

3-20

16Au

thor

Che

cker

Remarks:


Total Load: 31.5 kVA 32 kVA 31 kVA0 VA -- -- Space 84

83 Space -- -- 0 VA0 VA -- -- Space 82

81 Space -- -- 0 VA0 VA -- -- Space 80

79 Space -- -- 0 VA0 VA -- -- Space 78

77 Space -- -- 0 VA0 VA -- -- Space 76

75 Space -- -- 0 VA0 VA -- -- Space 74

73 Space -- -- 0 VA0 VA 1 20 A Spare 72

71 Spare 20 A 1 0 VA0 VA 1 20 A Spare 70


67 Spare 20 A 1 0 VA400 VA 1 20 A TELEPHONE TERMINAL BOARD 66

65 TELEPHONE TERMINAL BOARD 20 A 1 400 VA840 VA -- -- -- 64

63 TELEPHONE TERMINAL BOARD 20 A 1 400 VA840 VA 2 15 A CU-ME-1 62

61 TELEPHONE TERMINAL BOARD 20 A 1 400 VA216 VA -- -- -- 60

59 -- -- -- 840 VA216 VA 2 15 A FCU-4 & 5 58

57 AC-ME-1 15 A 2 840 VA216 VA -- -- -- 56

55 -- -- -- 2247 VA216 VA 2 15 A FCU-2 & 3 54

53 CU-1 30 A 2 2247 VA108 VA -- -- -- 52

51 -- -- -- 2486 VA108 VA 2 20 A FCU-1 50

49 AHU-4 50 A 2 2486 VA1706 VA -- -- -- 48

47 EF-8 15 A 1 23 VA1706 VA 2 30 A AHU-3 46

45 EF-5 TO EF-7 15 A 1 59 VA141 VA 1 15 A EF-1 TO EF-4 44

43 -- -- -- 840 VA840 VA -- -- -- 42

41 AC-ST-6 15 A 2 840 VA840 VA 2 15 A AC-ST-5 40

39 -- -- -- 840 VA840 VA -- -- -- 38

37 AC-ST-4 15 A 2 840 VA840 VA 2 15 A AC-ST-3 36

35 -- -- -- 840 VA840 VA -- -- -- 34

33 AC-ST-2 15 A 2 840 VA840 VA 2 15 A AC-ST-1 32

31 -- -- -- 840 VA840 VA -- -- -- 30

29 CU-ST-5 15 A 2 840 VA840 VA 2 15 A CU-ST-6 28

27 -- -- -- 840 VA840 VA -- -- -- 26

25 CU-ST-3 15 A 2 840 VA840 VA 2 15 A CU-ST-4 24

23 -- -- -- 840 VA840 VA -- -- -- 22

21 CU-ST-1 15 A 2 840 VA840 VA 2 15 A CU-ST-2 20

19 -- -- -- 1321 VA1716 VA -- -- -- 18

17 ACCU-AHU-3 25 A 2 1321 VA1716 VA 2 35 A ACCU-AHU-4 16

15 -- -- -- 1716 VA4143 VA -- -- -- 14

13 ACCU-AHU-1 35 A 2 1716 VA4143 VA -- -- -- 12

11 -- -- -- 2486 VA4143 VA 3 70 A ACCU-AHU-2 10

9 AHU-1 60 A 2 2486 VA5812 VA -- -- -- 8

7 HWCP-1 20 A 1 1176 VA5812 VA -- -- -- 6

5 -- -- -- 3038 VA5812 VA 3 70 A AHU-2 4

3 -- -- -- 3038 VA1176 VA 1 20 A SP-1 2

1 DWBP-1 30 A 3 3038 VA



CircuitNumber

xxxxxxGeneral Panel Comments:



Branch Panel: PPA

Remarks:


Total Load: 10.4 kVA 11 kVA 11 kVA0 VA -- -- Space 42

41 Space -- -- 0 VA0 VA -- -- Space 40

39 Space -- -- 0 VA0 VA -- -- Space 38

37 Space -- -- 0 VA0 VA 1 20 A Spare 36




29 Storm Sheltors Receptacles 20 A 1 1400 VA0 VA 1 20 A Spare 28

27 Private Dining Receptacles 20 A 1 1400 VA0 VA 1 20 A Spare 26

25 External Receptacles 20 A 1 1400 VA1200 VA 1 20 A Storm Sheltors Receptacles 24

23 Community Room Microwave 20 A 1 1000 VA1200 VA 1 20 A Comp Lab, Mech / Storage Receptacles 22

21 3rd Floor Corridor Receptacles 20 A 1 1000 VA1200 VA 1 20 A Community Room Refrigerator 20

19 2nd Floor Corridor Receptacles 20 A 1 1000 VA800 VA 1 20 A 3rd Floor Corridor Receptacles 18

17 Mech and Electrical Room 20 A 1 1000 VA800 VA 1 20 A 2nd Floor Corridor Receptacles 16

15 Mech Room, Elevator Receptacles 20 A 1 800 VA800 VA 1 20 A 1st Floor Corridor Receptacles 14

13 Exercise Room Receptacles 20 A 1 800 VA1500 VA 1 20 A Community Room Fireplaces 12

11 Community Room Receptacles 20 A 1 1400 VA1800 VA 1 20 A Storm Sheltors Receptacles 10

9 Office Receptacles 20 A 1 1600 VA1800 VA 1 20 A External Receptacles 8

7 Comp Lab Receptacles 20 A 1 1600 VA1400 VA 1 20 A 2nd Floor Salon Receptacles 6

5 1st Floor Corridor Receptacles 20 A 1 1000 VA1200 VA 1 20 A Community Room Receptacles 4

3 Community Room Garbage Disposal 20 A 1 700 VA1200 VA 1 20 A 2nd Floor Arts and Craft, Meach Room... 2

1 Toilets and Water Fountaine Receptacles 20 A 1 600 VA



CircuitNumber

xxxxxGeneral Panel Comments:



Branch Panel: PPB

1 8/02/2016

1

EQUIPMENTGROUND

CONDUIT SIZE AND QUANTITY

2-1/2"

1/0

F2000 600

F900

F1600

F1200

F1000

350

500

350

500

500

2/0

2/0

3/0

4/0

F450 4/0

F800

F500

F600

F700

350

350

500

250

F250

F300

F350

F400

500

350

250

2

1

1/0

2

4

3

4

(3) 3"(3) 2-1/2"

(5) 4"

(4) 2-1/2"

(3) 2-1/2"

(5) 3"

(3) 3"

(5) 4"

(4) 3"

(5) 3"

(3) 3"

(3) 3"

(2) 2"

(2) 2-1/2"

(2) 3"

(2) 2"

2"

2"

3"

2-1/2"

2"

(2) 2-1/2"

(2) 3"

(2) 3"

(2) 2-1/2"

3"

2-1/2"

3"

1-1/4"

1-1/4"

1-1/4"

1-1/2"

1-1/4"

BRANCH FEEDER SCHEDULE - COPPER

F60 106

F150

F175

F225

F200 3/0

4/0

1/0

2/0

F125

F110

F90 & F100

F70 & F80

3

2

1

4

6

6

6

4

8

6

6

8

NEUTRALPHASE AND

CONDUCTOR PER CONDUIT

F30

F20

F40 & F50

10

8

12

FEEDER

10

10

12

OR

1"3/4" 3/4"

1-1/4"

2"

2"

1-1/2"

1-1/2"

1"

1"

3/4"

1"

1-1/4"

1"

1-1/2"

2-1/2"

2"

2"

1-1/2"

1-1/4"

1-1/4"

1-1/4"

2P, 1N, 1G1P, 1N, 1G

3/4"

3/4"

2P, 1G3/4"

3/4"

3/4"

3P, 1GOR

3/4"

3P, 1N, 1G

3/4"

3/4"

3/4"

(3) 3-1/2"

(5) 5"

(4) 3-1/2"

(3) 3-1/2"

(5) 4"

(3) 4"

(2) 3"

(2) 3"

(2) 3-1/2"

(2) 4"

3"

4"

3-1/2"

1"

2"

2"

2-1/2"

2-1/2"

2-1/2"

1-1/2"

1-1/2"

1-1/4"

3P, 3N, 1G

1"

3/4"

3/4"

2-1/2"500 3 3" 3" 4"

-

-

-

-

-

-

-

-

-

-

DESIGNATION

EQUIPMENTGROUND

CONDUIT SIZE AND QUANTITY

2-1/2"

F250A

F300A 500 AL

350 AL

2

2

(3) 3-1/2"(3) 3"

(6) 3"

(4) 3"

(3) 3"

(5) 3"

(3) 3"

(6) 4"

(4) 3-1/2"

(5) 3-1/2"

(3) 3-1/2"

(3) 3-1/2"

(2) 2"

(2) 2-1/2"

(2) 3"

(2) 2"

2"

2"

3"

2-1/2"

2"

(2) 2-1/2"

(2) 3"

(2) 3"

(2) 2-1/2"

3-1/2"

2-1/2"

3"

1-1/4"

1-1/4"

1-1/4"

1-1/2"

1-1/4"

BRANCH FEEDER SCHEDULE - ALUMINUM

F60A 84 AL

F150A

F175A

F225A

F200A 4/0 AL

350 AL

2/0 AL

3/0 AL

F125A

F110A

F90A & F100A

F70A & F80A

2 AL

1/0 AL

1/0 AL

3 AL

4

2

6

4

6

NEUTRALPHASE AND

CONDUCTOR PER CONDUIT

F30A

F20A

F40A & F50A

8 AL

6 AL

10 AL

FEEDER

8

8

10

OR

1"3/4" 3/4"

1-1/4"

2"

2"

1-1/2"

1-1/2"

1"

1"

3/4"

1"

1-1/4"

1"

1-1/2"

2-1/2"

2"

2"

1-1/2"

1-1/4"

1-1/4"

1-1/4"

2P, 1N, 1G1P, 1N, 1G

3/4"

3/4"

2P, 1G3/4"

3/4"

3/4"

3P, 1GOR

3/4"

3P, 1N, 1G

3/4"

3/4"

3/4"

(3) 4"

(6) 5"

(4) 4"

(3) 4

(5) 4"

(3) 4"

(2) 3-1/2"

(2) 3-1/2"

(2) 4"

(2) 4"

3"

4"

3-1/2"

1"

2"

2"

2-1/2"

2-1/2"

2-1/2"

1-1/2"

1-1/2"

1-1/4"

3P, 3N, 1G

1"

3/4"

3/4"

2-1/2" (2) 3" (2) 3" (2) 3-1/2

-

-

-

-

-

-

-

-

-

-

DESIGNATION

3/0 AL

F2000A 600 AL

F900A

F1600A

F1200A

F1000A

500 AL

600 AL

500 AL

600 AL

500 AL

4/0 AL

4/0 AL

250 AL

350 AL

F450A 350 AL

F800A

F500A

F600A

F700A

500 AL

500 AL

600 AL

350 AL

F350A

F400A

600 AL

1/0 AL

2/0 AL

3/0 AL

1/0 AL

1/0 AL

350 AL 1/0 AL

4

4

4

SCALE: NTS1 POWER RISER DIAGRAM - COMMON AREASCALE: NTS2 POWER RISER DIAGRAM - DWELLING UNITS

SCALE: NTSMAIN GROUND BUS CONNECTIONS DETAIL

SCALE: NTS3 POWER RISER DIAGRAM - UTILITY SERVICE

GROUND LEVEL

UTILITY TRANSFORMERPAD PROVIDED BY

ELECTRICALCONTRACTOR

TERMINATION CABINETPROVIDED BYELECTRICAL

CONTRACTOR

TWO 4" UNDERGROUND CONCRETEENCASED SCHEDULE 40 PVC CONDUIT

FOR EL. PRIMARY TO UTILITY.COORDINATE WITH UTILITY COMPANY.

#3/0 AWG, 1" PVC CONDUITFROM "MDP" PANELGROUND BUS.

MAIN GROUND BUS (MGB);PROVIDE MINIMUM 12" L. x 4" W. x 1/4" T. GROUNDBUS WITH STAND-OFF, INSULATED MOUNTING.

TELECOMMUNICATIONS GROUND BUS (TGB) ATTELECOMMUNICATIONS TERMINAL BOARD TTB;PROVIDE MINIMUM 12" L. x 4" W. x 1/4" T.PRE-DRILLED TELECOMMUNICATIONS GROUNDBUS WITH STAND-OFF, INSULATED MOUNTING.COORDINATE WITH OWNER'S I.T. DEPARTMENT.

PROVIDE #6 IN 3/4"PVC CONDUIT TOMAIN GROUND BUSWITH CONNECTIONS.

#3/0 AWG, 1" PVC CONDUIT FROM WATER SERVICE.

#4 AWG, 1" PVC CONDUIT FROM FOUNDATION(UFER GROUND). PROVIDE MINIMUM TWENTYFEET OF #4 BARE COPPER GROUND CONDUCTORAT OR NEAR BOTTOM OF FOOTING(S).COORDINATE WITH GENERAL CONTRACTORPRIOR TO POURING OF CONCRETE.

#3/0 AWG, 1" PVC CONDUIT FROM FIRE MAIN.

NOTE: ELECTRICAL CONTRACTOR SHALL PROVIDEGROUNDING AND BONDING OF ALL BUILDINGSYSTEMS AND STRUCTURAL COMPONENTS PERTHE REQUIREMENTS OF N.E.C. ARTICLE 250.COORDINATE INSTALLATIONS WITH THE BUILDINGAND MECHANICAL TRADES.

M M

M M

M M

M M

M M

RESIDENTSERVICE 1

1600A,120/208V, 2P

MAINBREAKER

PER O.G. &E.

M M

M M

M M

M M

M

M M125/2

M M

M M

M M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

M

PROVIDE TERMINATION CABINETPER REQUIREMENTS OF UTILITY.

M

PROVIDE 1200A, 120/208V, 3PH,NEMA 3R, CT, METER BASE AND1200A, 3P CIRCUIT BREAKER PERREQUIREMENTS OF UTILITY.

1200A,120/208V,3PH MDP

225A,120/208V,

3PH 42SPACE

PPB

400A,120/208V,

3PH 84SPACE

PPA

100A,120/208V,

3PH 30SPACE

LPA

TVSS

TYPICAL- FEEDER F125TO 27 UNIT PANELS.

#3/0 AWG, 1" PVC CONDUITFROM BUILDING STEEL.

TYPICAL- FEEDER F125TO 27 UNIT PANELS.

TVSS

PROVIDE MAINGROUND BUS (MGB)PER DETAIL.

#3/0 CU.,1" C.

F1200A

F225AF100A F400A F1200A

#500 CU.,1" C.

F1200A

F1600A

F4000A

F3000 600 500 (8) 4" (8) 4" (8) 5"-

(9) 4" (9) 4" (9) 5"-F3000A 600 AL 750 AL

(12) 4" (12) 4" (12) 5"-F4000A 600 AL (2) 500 AL

F4000 600 750 (10) 4" (10) 4" (10) 5"-

125/2 125/2 125/2 125/2 125/2 125/2 125/2 125/2 125/2 125/2

125/2125/2125/2125/2125/2

125/2 125/2 125/2 125/2 125/2

125/2125/2125/2125/2125/2

125/2125/2125/2125/2125/2125/2

125/2 125/2 125/2 125/2 125/2 125/2

125/2125/2125/2125/2125/2125/2

125/2 125/2 125/2

125/2

125/2

125/2

125/2M

125/2M

125/2M

125/2

RESIDENTSERVICE 2

1600A,120/208V, 2P

MAINBREAKER

PER O.G. &E.

F1600A#500 CU.,1" C.

#3/0 AWG, 1" PVC CONDUIT FROM RESIDENT SERVICE 2.#3/0 AWG, 1" PVC CONDUITFROM RESIDENT SERVICE 1.

TVSS

NOTE: THE ELECTICAL DISTRIBUTION SYSTEM INDICATEDREPRESENTS ONE POSSIBLE SOLUTION AND IS SHOWN FORCLARITY OF INTENT. CONTRACTOR SHALL PROVIDE METHODSAND MATERIALS AS REQUIRED FOR A COMPLETE INSTALLATIONPER THE REQUIREMENTS OF THE SERVING UTILITY (O.G. & E.)AND THE NATIONAL ELECTRICAL CODE.

EXPIRES: 07-31-2016

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1

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REF.

W. D.MWDW

REF.

W.D.MW DW

REF.

W. D.MWDW

REF.

W. D.MWDW

REF.

W.D.MW DW

REF.

W. D.MWDW

REF.

W.D.MW DW

REF.

UP

REF.

W. D.MWDW

REF.

W.D.MW DW

REF.

W.

D.MW

DW

REF.

REF.

W.D.MW DW

REF.

W. D.MWDW W.D.

W.

D.

MW

REF.

MW

REF.

RD-12758"

X 8"

RD-1120

14" X 10"

12" X

10"

6"ø

8" X 8"

SD-475

SD-4105

RD-1110

RD-175

SD-2165

(2200 CFM)

(810 CFM)

(100 CFM)(250 CFM)

8" X

8"

RD-1165

8" X 8"

SD-4100

SD-4110

SD-4110

(70 CFM)

(70 CFM)

FD

FD

FD

CU-1

CU-D

CU-A

CU-A

CU-A CU-A

8" X

8"

SD-6125

AC-ST-1

CU-ST-1CU-ST-2

CU-ST-3

RD-1100

CU-D

CU-D

CU-A

CU-A

CU-A

CU-A

CU-A

CU-A

CU-A

CU-A

CU-A

CU-A

CU-A

CU-A CU-A

CU-A

CU-A CU-A

CU-A

CU-A CU-A

CU-A

CU-A CU-A

CU-A

CU-A CU-A

CU-D

CU-D CU-D

CU-A

CU-ACU-A

CU-A

CU-A CU-A

CU-A

CU-A CU-A

CU-A

CU-A CU-A

CU-A

CU-A CU-A

CU-A

CU-A

CU-ACU-A

CU-ST-4CU-ST-5

CU-ST-6

AC-ST-4

AC-D

AC-A

AC-A AC-A AC-A AC-A AC-A AC-A AC-D

AC-AAC-AAC-AAC-AAC-A

EF-T

EF-K

EF-T

EF-T

EF-K EF-K

EF-T EF-T

EF-K EF-K

EF-T EF-T

EF-K EF-K

EF-T EF-T

EF-T

EF-KEF-K

EF-TEF-T

EF-KEF-K

EF-TEF-T

EF-K

1 TYP

1 TYP

1TYP

1TYP

1TYP

1

TYP

1

TYP

1TYP

1

TYP

2

2

2

2

2

2 2 2

3

23

3 3 3

2 3 2 32 32 3

3

3

4 5 4 5

4 54 5

6

6

6 6 6

7

7

7 7 7 7 7 7

7 77777

3

3

EF-2

EF-3

EF-4

8" X 6"

AHU-1

SD

U/C

U/C

U/C

AHU-2

20" X 10" 16" X 10"10" X 10"

SD-2250

TYP OF 6

SD-6100

RD-11500

8" X 8"

SD-4125

SD-4105

SD-2150

89

TYP

89

TYP

89

TYP

ACCU-AHU-1

ACCU-AHU-2

ACCU-AHU-3

ACCU-AHU-4

J

I

RTT

G

F

UU

3 4 SS XX AAA 5 6 10 M N O P

B

SD-6100

8" X

8"

6"ø

SD-4100

UNIT-A797 SF

OFFICE101 SF

VEST.101 SF


LOBBY270 SF

CORRIDOR1953 SF

STAIR 1182 SF

UNIT-A798 SF

UNIT-A798 SF

UNIT-A798 SF

UNIT-D857 SF

UNIT-A799 SF

UNIT-A799 SF

COMMUNITYROOM

1267 SF

UNIT-A798 SF

UNIT-A798 SF

UNIT-A798 SF

UNIT-A798 SF

UNIT-A797 SF

UNIT-D857 SF

STAIR 2191 SF

UNIT-A798 SF


STORMSHELTERS

815 SF

MAIL49 SF

W.60 SF

M.61 SF

TRASH85 SF

OFFICE142 SF

MECHROOM100 SF

STORMSHELTERS

1120 SF

RUBBISH164 SF

ELEVATOR50 SF

6"ø

8"ø

4"ø

6"ø

8"ø 6"ø 6"ø 8"ø 8"ø

4"ø 4"ø 4"ø

6"ø 6"ø

4"ø

8"ø 8"ø 6"ø

4"ø

4"ø

6"ø6"ø

4"ø4"ø

8"ø8"ø6"ø6"ø

4"ø

8"ø8"ø

4"ø

6"ø6"ø

4"ø

8"ø8"ø

4"ø

6"ø

EF-1

10

AC-ME-1

CU-ME-1

42"X12" OA LOUVER(855 CFM)

RG-1125

RG-2200

8" X 8" 8" X 8"

SD-4110

RD-1320

16" X 10"(685 CFM)

(125 CFM)

14" X 10"

22" X 10"

SD-4150

(1400 CFM)

EF-9

2 3

10" X 10"

(490 CFM)

12"X12" OA LOUVER125 CFM

L-2125

10

L-1855

8" X

6"

14" X

10"

6"ø

6"ø

8" X 8"

EF-K2 3

8"ø

EF-K

1

1

1

HVAC KEY NOTESCEILING REGISTERS. LOCATIONS TO BECOORDINATED WITH THE INTERIOR PLANS.

CONTRACTOR TO PAINT WALL EXHAUSTCAPS TO MATCH WITH ADJACENT SIDING.

CONTRACTOR TO PROVIDE A BACK DRAFTDAMPER FOR THE EXHAUST DUCT HOODAND WIRE MESH (BIRD) SCREEN AT THEEND OF THE DUCT HOOD.

PROVIDE CLEAN OUT FOR WASHER/DRYER.

DRYER EXHAUST HOOD TERMINATION TOBE A TYPE-A OUTLET AND SHOULD BEPAINTED.

LOUVERED DOOR TO TAKE THE RETURNAIR BACK TO THE ELECTRIC AIRCONDITIONERS.

CONTRACTOR TO PROVIDE ACCESS PANELFOR THE EXHAUST FAN.

CONTRACTOR TO PROVIDE CONDENSATEDRAIN TO THE NEAREST FLOOR DRAINFOR ALL THE EQUIPMENT. REFERPLUMBING DRAWINGS FOR THE FLOORDRAIN LOCATIONS.

CONTRACTOR TO PROVIDE REFRIGERANTPIPING FOR ALL THE EQUIPMENT AS PERTHE MANUFACTURER SPECIFICATIONSAND ONE HOUR FIRE DAMPER AT THECEILING PENETRATION.

TRANSFER 250 CFM OF SUPPLY AIR FROMTHE CORRIDOR TO THE RUBBISH AREA.

1

2

3

4

5

6

7

8

9

10

EXPIRES: 07-31-2016

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1/8" = 1'-0"1 FIRST FLOOR HVAC PLAN

1 8/02/2016

EXPIRES: 07-31-2016

28881L

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AIR HANDLING UNITS WITH ELECTRIC HEATING SCHEDULEEQUIPMENT TAG

REFERENCE PRODUCT(DAIKIN) AREA SERVED

CONDENSINGUNIT

TOTAL SUPPLY AIRFLOW(CFM)

OUTSIDE AIRFLOW(CFM) ESP (IN WG)

DX COOLING DATA DX HEATING DATA ELECTRIC HEATING DATA ELECTRICAL DATA

MANUFACTURER REMARKSTOTAL COOLING

CAPACITY (TONS)TOTAL COOLINGCAPACITY (MBH)

SENSIBLE COOLINGCAPACITY (MBH)

AMBIENT EAT LAT TOTAL HEATINGCAPACITY (MBH) EAT (ºF) LAT (ºF)

TOTAL HEATINGCAPACITY (MBH)

ENTERING AIRTEMP. (DB ºF)

LEAVING AIRTEMP. (DB ºF)

REQUIREDKW FLA MCA MOCP VOLTS PHASEDB (ºF) WB (ºF) DB (ºF) WB (ºF) DB (ºF) WB (ºF)

AHU-1 DV30PTCC1/HKSC05CA FIRST FLOOR ACCU-AHU-1 1010 155 0.5 2.4 28.70 24.90 98.4 73.8 80.5 64.4 55.5 54.0 22.7 60.2 82.9 17.07 70 100 5.00 23.9 30 35 208 1 DAIKIN REFER TO NOTESAHU-2 DAT12043/AHKD15-3 FIRST FLOOR ACCU-AHU-2 2215 800 1.0 8.0 95.70 72.20 98.4 73.8 85.6 67.1 53.6 52.0 57.8 48.4 74.1 51.20 70 100 15.00 48.4 61 70 208 3 DAIKIN REFER TO NOTESAHU-3 DV24PTCC14/HSKC03CA SECOND FLOOR ACCU-AHU-3 365 135 0.5 1.4 17.10 11.90 98.4 73.8 85.7 68.4 53.6 52.2 7.6 48.0 68.6 10.24 70 100 3.00 16.4 21 30 208 1 DAIKIN REFER TO NOTESAHU-4 DV30PTCC1/HSKSC05CA THIRD FLOOR ACCU-AHU-4 570 255 0.5 2.3 28.20 18.70 98.4 73.8 87.4 69.9 54.2 52.9 16.6 42.2 71.6 17.07 70 100 5.00 23.9 30 35 208 1 DAIKIN REFER TO NOTES

NOTES1 FURNISH WITH SINGLE POINT WIRING KIT, ECM MOTOR, THERMOSTATIC EXPANSION VALVE, AND SEVEN DAY PROGRAMMABLE THERMOSTAT.2 REFRIGERANT LINES PIPE SIZES TO BE AS PER MANUFACTURER'S RECOMMENDATIONS.3 AIR CONDITIONERS WITH ELECTRIC HEATING SHOULD BE SELECTED WITH ENERGY STAR RATING.

AHU – AIR COOLED CONDENSING UNIT SCHEDULEDESIGNATION REFERENCE PRODUCT

(DAIKIN) SERVES OPERATINGWEIGHT (LBS)

REFRIGERANTTYPE

COOLING CAPACITY (MBH) CONDENSINGAIR TEMP. (ºF)

ELECTRICALREMARKSTOTAL SENSIBLE VOLTS / HERTZ /

PHASE FLA MCA MOCP

ACCU-AHU-1 DZ16TC0301 AHU–1 233 R – 410A 26.7 22.8 95.00 208 / 60 / 1 16.5 20.3 35 REFER TO NOTESACCU-AHU-2 DZ11S1203 AHU–2 383 R – 410A 95.7 72.2 95.00 208 / 60 / 3 34.5 43.2 70 REFER TO NOTESACCU-AHU-3 DZ16TC0241 AHU–3 190 R – 410A 17.1 11.9 95.00 208 / 60 / 1 12.7 15.8 25 REFER TO NOTESACCU-AHU-4 DZ16TC0301 AHU–4 233 R – 410A 28.2 18.7 95.00 208 / 60 / 1 16.5 20.3 35 REFER TO NOTES

NOTES.1 SEER RATING AT ACTUAL CONDITIONS, EER RATING AT ARI CONDITIONS. SELECTIONS SHOULD BE WITH ENERGY STAR RATING.2 FURNISH WITH HEAVY DUTY GRILLE.3 UNITS CONTROLS AND ACCESSORIES SHALL INCLUDE LOW AMBIENT PRESSURE SWITCH, START ASSIST CAPACITOR AND RELAY, ISOLATION RELAY, EVAPORATOR FREEZE THERMOSTAT, AND CRANKCASE HEATER.4 REFER TO SPECIFICATIONS FOR ADDITIONAL ACCESSORIES.

AIR CONDITIONERS WITH ELECTRIC HEATING SCHEDULEEQUIPMENT TAG

REFERENCE PRODUCT(DAIKIN)

AREASERVED

CONDENSINGUNIT

TOTAL SUPPLY AIRFLOW(CFM)

OUTSIDE AIRFLOW(CFM) ESP (IN WG)

DX COOLING DATA DX HEATING DATA ELECTRIC HEATING DATA ELECTRICAL DATA


CAPACITY (TONS)TOTAL COOLINGCAPACITY (MBH)

SENSIBLE COOLINGCAPACITY (MBH)

AMBIENT EAT LAT TOTAL HEATINGCAPACITY (MBH) EAT (ºF) LAT (ºF)

TOTAL HEATINGCAPACITY (MBH)

ENTERING AIRTEMP. (DB ºF)

LEAVING AIRTEMP. (DB ºF)

REQUIREDKW FLA MCA MOCP VOLTS PHASEDB (ºF) WB (ºF) DB (ºF) WB (ºF) DB (ºF) WB (ºF)

AC-A DV24PTCC14/HSKC05CA UNIT–A CU–A 563 45 0.35 1.0 15.20 13.40 98.4 73.8 78.2 63.3 55.2 53.8 11.4 68.9 88.6 17.07 70 100 5.00 23.9 30 35 208 1 DAIKIN REFER TO NOTESAC-D DV24PTCC14/HSKC05CA UNIT–D CU–D 708 45 0.35 1.5 17.80 16.10 98.4 73.8 77.9 63.2 55.7 54.3 15.2 69.0 89.9 17.07 70 100 5.00 23.9 30 35 208 1 DAIKIN REFER TO NOTES

AC–AIR COOLED CONDENSING UNIT SCHEDULEDESIGNATION REFERENCE PRODUCT


REFRIGERANTTYPE

COOLING CAPACITY (MBH) CONDENSING AIRTEMP. (ºF)

ELECTRICALREMARKSTOTAL SENSIBLE VOLTS / HERTZ /

PHASE FLA MCA MOCP

CU-A DZTC0241 AC-A 246 R – 410A 15.2 13.4 95.00 208 / 60 / 1 12.7 15.8 25 REFER TO NOTESCU-D DZTC0241 AC-D 246 R – 410A 17.8 16.1 95.00 208 / 60 / 1 12.7 15.8 25 REFER TO NOTES

NOTES1 FURNISH WITH SINGLE POINT WIRING KIT, ECM MOTOR, THERMOSTATIC EXPANSION VALVE, AND SEVEN DAY PROGRAMMABLE THERMOSTAT.2 REFRIGERANT LINES PIPE SIZES TO BE AS PER MANUFACTURER'S RECOMMENDATIONS.3 AIR CONDITIONERS WITH ELECTRIC HEATING SHOULD BE SELECTED WITH ENERGY STAR RATING.

NOTES.1 SEER RATING AT ACTUAL CONDITIONS, EER RATING AT ARI CONDITIONS. SELECTIONS SHOULD BE WITH ENERGY STAR RATING.2 FURNISH WITH HEAVY DUTY GRILLE.3 UNITS CONTROLS AND ACCESSORIES SHALL INCLUDE LOW AMBIENT PRESSURE SWITCH, START ASSIST CAPACITOR AND RELAY, ISOLATION RELAY, EVAPORATOR FREEZE THERMOSTAT, AND CRANKCASE HEATER.4 REFER TO SPECIFICATIONS FOR ADDITIONAL ACCESSORIES.

MINI–SPLIT HEAT PUMP INDOOR UNIT SCHEDULEEQUIPMENT

TAGREFERENCE PRODUCT

(DAIKIN) TYPECONDENSING

UNITAIRFLOW RATE

MAX (CFM)

DX COOLING DATA DX HEATING DATAREFRIGERANT

TYPE

ELECTRICAL DATA


CAPACITY (TONS)TOTAL COOLING

CAPACITY (BTU/HR)SENSIBLE COOLINGCAPACITY (BTU/HR)

AMBIENT INDOOR AIR TEMP TOTAL HEATINGCAPACITY (BTU/HR)

AMBIENT INDOOR AIR TEMPFLA MCA MOCP VOLTS PHASEDB (ºF) WB (ºF) DB (ºF) WB (ºF) DB (ºF) WB (ºF) DB (ºF) WB (ºF)

AC-ME-1 FTX09N WALL MOUNT CU–ME-1 400 0.75 10,200 8,010 95 75 80 67 10,000 47.0 43.0 70 70 R-410A 8.08 10.10 15 208 1 DAIKIN REFER TO NOTESAC-ST-1 FTX09N WALL MOUNT CU–ST–1 400 0.75 10,200 8,010 95 75 80 67 10,000 47.0 43.0 70 70 R-410A 8.08 10.10 15 208 1 DAIKIN REFER TO NOTESAC-ST-2 FTX09N WALL MOUNT CU–ST–2 400 0.75 10,200 8,010 95 75 80 67 10,000 47.0 43.0 70 70 R-410A 8.08 10.10 15 208 1 DAIKIN REFER TO NOTESAC-ST-3 FTX09N WALL MOUNT CU–ST–3 400 0.75 10,200 8,010 95 75 80 67 10,000 47.0 43.0 70 70 R-410A 8.08 10.10 15 208 1 DAIKIN REFER TO NOTESAC-ST-4 FTX09N WALL MOUNT CU–ST–4 400 0.75 10,200 8,010 95 75 80 67 10,000 47.0 43.0 70 70 R-410A 8.08 10.10 15 208 1 DAIKIN REFER TO NOTESAC-ST-5 FTX09N WALL MOUNT CU–ST–5 400 0.75 10,200 8,010 95 75 80 67 10,000 47.0 43.0 70 70 R-410A 8.08 10.10 15 208 1 DAIKIN REFER TO NOTESAC-ST-6 FTX09N WALL MOUNT CU–ST–6 400 0.75 10,200 8,010 95 75 80 67 10,000 47.0 43.0 70 70 R-410A 8.08 10.10 15 208 1 DAIKIN REFER TO NOTES

NOTES - AC1 PROVIDE WITH PROGRAMMABLE THERMOSTAT, MICROPROCESSOR CONTROLS, BUILT-IN AUTOMATIC RESTART, SELF DIAGNOSTIC CAPABILITY AND ELECTRIC EXPANSION VALVE.2 REFER TO SPECIFICATIONS FOR ADDITIONAL ACCESSORIES.3 SELECTIONS SHOULD BE WITH ENERGY STAR RATING.

MINI–SPLIT AIR COOLED CONDENSING UNIT SCHEDULEDESIGNATION REFERENCE PRODUCT


REFRIGERANTTYPE

TOTAL COOLINGCAPACITY (BTU/HR) SEER CONDENSING AIR

TEMP. (ºF)

ELECTRICALREMARKSVOLTS / HERTZ /

PHASE FLA MCA MOCP

CU-ME-1 RX09N AC–ME–1 55 R410A 10,200 15.0 95.00 208/60/1 8.08 10.10 15 REFER TO NOTESCU-ST-1 RX09N AC–ST–1 55 R410A 10,200 15.0 95.00 208/60/1 8.08 10.10 15 REFER TO NOTESCU-ST-2 RX09N AC–ST–2 55 R410A 10,200 15.0 95.00 208/60/1 8.08 10.10 15 REFER TO NOTESCU-ST-3 RX09N AC–ST–3 55 R410A 10,200 15.0 95.00 208/60/1 8.08 10.10 15 REFER TO NOTESCU-ST-4 RX09N AC–ST–4 55 R410A 10,200 15.0 95.00 208/60/1 8.08 10.10 15 REFER TO NOTESCU-ST-5 RX09N AC–ST–5 55 R410A 10,200 15.0 95.00 208/60/1 8.08 10.10 15 REFER TO NOTESCU-ST-6 RX09N AC–ST–6 55 R410A 10,200 15.0 95.00 208/60/1 8.08 10.10 15 REFER TO NOTES

NOTES - CU1 OUTDOOR COMPONENT OF 09KLS71 SYSTEM (LOW AMBIENT), FURNISH WITH REFRIGERANT LINE SET.2 REFER TO SPECIFICATIONS FOR ADDITIONAL ACCESSORIES.3 FURNISH WITH ANCHOR BRACKET KITS.4 SELECTIONS SHOULD BE WITH ENERGY STAR RATING.

EXHAUST FANS SCHEDULEDESIGNATION REFERENCE PRODUCT TYPE SERVES OPERATING

WEIGHT (LBS)AIRFLOW RATE

(CFM)TOTAL STATICPRESSURE (IN.

WATER)FAN ROTATION

(RPM) DRIVE SONES MOTOR SIZE(WATTS)

ELECTRICAL DATAREMARKSVOLTS PHASE FLA MCA MOCP

EF-1 GREENHECK SP–A410 CEILING MOUNTED RUBBISH 31.0 250 0.40 1000 DIRECT 4 121.0 115 1 1.74 2.18 15 REFER TO NOTESEF-2 GREENHECK SP–110–VG CEILING MOUNTED TRASH 12.0 100 0.34 940 DIRECT 0.3 8.0 115 1 0.2 0.25 15 REFER TO NOTESEF-3 GREENHECK SP–80–VG CEILING MOUNTED TOILET 12.0 70 0.38 935 DIRECT - 6.0 115 1 0.10 0.13 15 REFER TO NOTESEF-4 GREENHECK SP–80–VG CEILING MOUNTED TOILET 12.0 70 0.38 935 DIRECT - 6.0 115 1 0.1 0.13 15 REFER TO NOTESEF-6 GREENHECK SP–A190 CEILING MOUNTED SALON 17.0 120 0.36 1400 DIRECT 3.0 43.0 115 1 1.3 1.63 15 REFER TO NOTESEF-7 GREENHECK SP–110–VG CEILING MOUNTED ARTS 12.0 100 0.34 940 DIRECT 0.3 8.0 115 1 0.2 0.25 15 REFER TO NOTESEF-8 GREENHECK SP–110–VG CEILING MOUNTED TRASH 12.0 100 0.34 940 DIRECT 0.3 8.0 115 1 0.2 0.25 15 REFER TO NOTESEF-K GREENHECK SP–110–VG CEILING MOUNTED APARTMENT KITCHEN 12.0 100 0.34 940 DIRECT 0.3 8.0 115 1 0.2 0.25 15 REFER TO NOTESEF-T GREENHECK SP–80–VG CEILING MOUNTED APARTMENT TOILET 12.0 70 0.38 935 DIRECT - 6.0 115 1 0.1 0.13 15 REFER TO NOTES

NOTES - EF1 FURNISH CAPACITOR START EXPLOSION PROOF MOTOR WITH THERMAL OVERLOADS AND 1.15 SERVICE FACTOR, BEARINGS WITH GREASE FITTINGS HAVING AN L10 LIFE OF 100,000 HOURS AND EXTENDED LUBE LINES, GRIP NOTCH BELTS, ALUMINUM BIRD SCREEN, 300 SERIES STAINLESS STEEL FASTENERS, 115 VOLT MOTORIZED DAMPER SHIPPED

LOOSE FOR FIELD INSTALLATION, NEMA-1 TOGGLE SWITCH, JUNCTION BOX MOUNTED & WIRED.2 PROVIDE A BACK DRAFT AND ONE HOUR RADIATION DAMPER FOR THE EXHAUST FAN.3 SELECTIONS SHOULD BE WITH ENERGY STAR RATING. 1 8/02/2016

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MULTI–SPLIT VRF FAN COIL INDOOR UNIT SCHEDULEEQUIPMENT TAG REFERENCE PRODUCT

(DAIKIN) TYPE CONDENSINGUNIT

AIRFLOW RATEMAX (CFM)

DX COOLING DATA DX HEATING DATAREFRIGERANT

TYPE

ELECTRICAL DATAMANUFACTURER REMARKSTOTAL COOLING

CAPACITY (TONS)TOTAL COOLING

CAPACITY (BTU/HR)SENSIBLE COOLINGCAPACITY (BTU/HR)

AMBIENT INDOOR AIR TEMP TOTAL HEATINGCAPACITY (BTU/HR)

AMBIENT INDOOR AIR TEMP FLA MCA MOCP VOLTS PHASEDB (ºF) WB (ºF) DB (ºF) WB (ºF) DB (ºF) WB (ºF) DB (ºF) WB (ºF)FCU-4 FDXS12LVJU HORIZONTAL DUCTED (SLIM) CU-1 305 1.0 11,500 95 75 80 67 11,500 47.0 43.0 70 70 R-410A 15 208 1 DAIKIN REFER TO NOTESFCU-5 FDXS12LVJU HORIZONTAL DUCTED (SLIM) CU-1 305 1.0 11,500 95 75 80 67 11,500 47.0 43.0 70 70 R-410A 15 208 1 DAIKIN REFER TO NOTESFCU-6 0.2 0.25 15FCU-7 FDXS09LVJU HORIZONTAL DUCTED (SLIM) CU-1 305 0.75 8,500 95 75 80 67 10,000 47.0 43.0 70 70 R-410A 15 208 1 DAIKIN REFER TO NOTESFCU-10 FDXS09LVJU HORIZONTAL DUCTED (SLIM) CU-1 305 0.75 8,500 95 75 80 67 10,000 47.0 43.0 70 70 R-410A 15 208 1 DAIKIN REFER TO NOTESFCU-12 FDXS09LVJU HORIZONTAL DUCTED (SLIM) CU-1 305 0.75 8,500 95 75 80 67 10,000 47.0 43.0 70 70 R-410A 15 208 1 DAIKIN REFER TO NOTES

MULTI-SPLIT AIR COOLED CONDENSING UNIT SCHEDULEDESIGNATION REFERENCE PRODUCT

(DAIKIN) SERVES OPERATINGWEIGHT (LBS) REFRIGERANT TYPE TOTAL COOLING

CAPACITY (BTU/HR) SEER CONDENSING AIRTEMP. (ºF)

ELECTRICALREMARKSVOLTS / HERTZ /

PHASE FLA MCA MOCP

CU-1 RMXS48LVJU FCU 1–5 283 R410A 48,000 18.8 208/60/1 21.6 27 30 REFER TO NOTES

NOTES

1 FURNISH WITH SINGLE POINT WIRING KIT, ECM MOTOR, THERMOSTATIC EXPANSION VALVE, ELECTRIC HEATER AND SEVEN DAY PROGRAMMABLE THERMOSTAT.2 FILTERS SHALL BE 1" THICKNESS THROW AWAY3 COOLING CAPACITIES INDICATED ARE NET CAPACITIES.

AIR DISTRIBUTION DEVICES SCHEDULE

DESIGNATION REFERENCE PRODUCT TYPE TOTAL PRESSUREDROP (IN. WATER)

NECK SIZE(IN.)

PANEL SIZE(IN.)

ACTUAL NCLEVEL

CONSTRUCTION FINISH NOTES

SD-4 TITUS TMS-AA SUPPLY LAY - IN MOUNT 0.05 6" ROUND 12 X 12 25 ALUMINUM WHITE 1SD-1 TRUAIRE MODEL 102 SUPPLY LAY - IN MOUNT 0.04 12 X 6 13.5 X 7.5 - ALUMINUM WHITE 1

TITUS TMS-AA SUPPLY LAY - IN MOUNT 0.05 6" ROUND 12 X 12 25 ALUMINUM WHITE 1SD-2 TITUS TMS-AA SUPPLY LAY - IN MOUNT 0.05 8" ROUND 24 X 24 25 ALUMINUM WHITE 1SD-3 TITUS TMS-AA SUPPLY LAY - IN MOUNT 0.05 10" ROUND 24 X 24 25 ALUMINUM WHITE 1SD-6 TITUS MODEL 301 SIDE WALL 0.132 12 X 8 13.5 X 10 - ALUMINUM WHITERD-1RD-1 TITUS PAR-AA RETURN LAY IN MOUNT 0.19 - 24 X 24 25 ALUMINUM WHITE 1

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PLUMBING FIXTURE SCHEDULE

TAG DESCRIPTION LOCATION FIXTURE VALVE TRIM WHA TYPE ADAROUGH-IN SIZES ELECTRICAL

NOTESW V CW HW TYPE EMERG.EWC-1 ELECTRICAL WATER COOLER CORRIDOR WF-6 - TR-5 - Yes 2" 1-1/2" 1/2" - PLUG No -FD-1 FLOOR DRAIN GENERAL D-1 - - - No * * - - - No *REFER TO PLANS FOR SIZEFD-2 FLOOR DRAIN MECHANICAL ROOM D-2 - - - No * * - - - No *REFER TO PLANS FOR SIZEHB-1 HOSE BIBB MECHANICAL ROOM - - - - No - - 3/4" - - No -L-1 LAVATORY APARTMENT BATHROOMS L-3 F-3B TR-1 - No 2" 1-1/2" 1/2" 1/2" - No -L-2 LAVATORY PUBLIC BATHROOMS L-2 F-4A TR-1 A Yes 2" 1-1/2" 1/2" 1/2" BATTERY No -

RB-1 REFRIGIRATOR/ICE REFRIGIRATOR/ICE HB-1 - - - No - - 1/2" - - No -S-1 KITCHEN SINK APARTMENT S-2 F-7 TR-2 - Yes 2" 1-1/2" 1/2" 1/2" - No -S-2 GENERAL SINK COMMUNITY / DINING S-4 F-1B TR-2 - No 2" 1-1/2" 1/2" 1/2" - No FIXTURE BY FOOD SERVICE CONSULTANTS-3 SALON SINK SALON S-6 F-9 TR-6 - No 2" 1-1/2" 1/2" 1/2" - No -

SH-1 SHOWER APARTMENT BATHROOMS BU-9 BV-2 - - Yes 3" 1-1/2" 1/2" 1/2" - No SHOWER HEADS WITH A MAXIMUM OF 2.5GPM FLOW RATEWB-1 WASH BOX CLOTHES WASHERS HB-2 - - A No 3" 1-1/2" 1/2" 1/2" - No -WC-1 WATER CLOSET APARTMENT BATHROOMS T-5 FV-3I - A Yes 4" 2" 1/2" - BATTERY No -WC-2 WATER CLOSET PUBLIC BATHROOMS T-1 FV-3I - A Yes 4" 2" 1-1/2" - BATTERY No -WH-1 WALL HYDRANT BUILDING EXTERIOR H-1 - - A No - - 3/4" - - No -

PLUMBING EQUIPMENT SCHEDULE

TAG DESCRIPTION LOCATION CAPACITY AND PERFORMANCE CONNECTION SIZES ELECTRICAL REQUIREMENTS BAS MAKE & MODEL NOTESINLET OUTLET HP KW V PH KAIC RATING EMERG.BFP-1 BACKFLOW PREVENTER MECHANICAL ROOM 210 GPM @ 15 PSI LOSS 3" 3" - - - --- - No No ZURN: 375 -

DWBP-1 DOMESTIC WATER BOOSTER PUMP MECHANICAL ROOM 110 GPM @ 60FD TDH 4" 4" 7.5 - 208 3 - No No GROUNDFOS: MPC-E 3CR15 -EWH-1,2,3 ELETRICAL WATER HEATERS MECHANICAL ROOM (3) AT 60KW, 100GAL, 246GPH @ 100°F 1 1/2" 1 1/2" - 60 208 3 - No Yes A.O.SMITH: DSE-100 -

HWCP-1 HOT WATER CIRCULATION PUMP-110 MECHANICAL ROOM 15 GPM @ 40 Ft. TDH 1 1/4" 1 1/4" 1/2 - 120 1 - No Yes GRUNDFOS: MAGNA3 50-150 INTEGRAL VARIABLE SPEED DRIVE RESPONDING TO INTEGRALTEMPERATURE AND PRSSURE SENSORS

SP-1 SUMP PUMP ELEVATOR SUMP PITS 50 GPM @ 30 Ft. TDH 2" 2" 1/2 - 120 1 - No No STANCOR: SE-50 PROVISE WITH OIL DISCRIMINATING CONTROL SYSTEMTMV-1 THERMOSTATIC MIXING VALVE MECHANICAL ROOM 133GPM @ 10 PSI LOSS 3" 3" - - 120 1 - No Yes ARMSTRONG: DMC 80 -

1 8/02/2016

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