Addendum #1 for Ball State University - Studebaker East ... · SAI Project 2010-004.SAR Ball State University - Studebaker East Additions & Renovations ADDENDUM ... Secure each layer

November 16, 2010

Addendum #1

for

Ball State University - Studebaker

East Additions & Renovations Schmidt Project No. 2010-004.SAR

Prepared For

Ball State University

Muncie, IN

Prepared By

Schmidt Associates, Inc.

320 East Vermont Street

Indianapolis, Indiana 46204

317.263.6226 / FAX 317.263.6224

Sch mi dt Asso c ia te s , Inc .

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Ba l l S ta te Uni vers i ty - S t ud eba ker Ea s t Ad di t i o ns & Re no va t io ns

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ADDENDUM NO. 1

PART 1 - CHANGES TO PRIOR ADDENDA (NOT APPLICABLE)

PART 2 - CHANGES TO THE PROJECT MANUAL

Modifications described herein shall be incorporated in the Project Manual. All other Work shall remain

unchanged.

This Addendum consists of the cover page, 16 Addendum page(s), and attachments as indicated below.

Acknowledge receipt of this Addendum by inserting its number on the Bid Form. Failure to do so may

subject the Bid to disqualification. This Addendum is part of the Contract Documents.

2.1 CHANGES TO CONTRACTING REQUIREMENTS

A. Division 01

1. Section 01 31 00 “Project Management and Coordination”

a. Delete subparagraph 1.5 B. 6. j. 1) in its entirety.

b. Delete paragraph 1.9 B. in its entirety and replace with the following:

“B. All RFIs shall be submitted electronically, with attachments in PDF

format, by uploading to Constructware.”

2. Section 01 32 00 “Construction Progress Documentation”

a. Within paragraph 2.4 C. 1., replace as follows:

“…[30] <Insert number>…” with “…30…”

3. Section 01 50 00 “Temporary Facilities and Controls”

a. Within paragraph 2.2 B. 2., replace as follows:

“…12 individuals” with “…20 individuals”

b. Delete subparagraph 2.2 B. 4. in its entirety and replace with the following:

“4. Drinking water.”

c. Delete subparagraph 3.2 I. 5. in its entirety and replace with the following:

“5. Provide Project Manager and Superintendent with cellular telephone

capable of sending/receiving email for use when away from field office.”

4. Section 01 73 00 “Execution”

a. Delete subparagraph 3.5 A. 4. in its entirety and replace with the following:

“4. Maintain minimum typical headroom clearance of 7‟-0”, but no less

than 6‟-10” anywhere within the building.”

b. Within paragraph 3.6 C. 3., replace as follows:

“…2 week(s)…” with “…weekly…”

c. Add the following paragraph 3.6 L.:

“L. Progress Cleaning prior to System Startup, Testing and Balancing, and

Commissioning.

1. Examination: Examine building envelope to verify that building

envelope construction is complete, with no temporary enclosures and

that clear, defined walks to building entrances are free of debris. Verify

that all dust-producing Work has been completed within the building


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envelope.

2. Preparation: Prepare a detailed plan for remainder of Project regarding

the following:

a. Building cleaning, including manpower, schedule and expectations.

b. Other Work to be completed, including material storage and

delivery, dust and debris containment, and schedule.

3. Complete the following cleaning operations prior to system startup,

testing and balancing, and commissioning at no more than weekly

intervals and continuing until Substantial Completion:

a. Clean exposed interior hard-surfaced finishes to dirt-free condition,

free of stains, films, and similar foreign substances.

b. Remove debris and surface dust from limited access spaces.

c. Sweep concrete floors broom clean in unoccupied spaces.

d. Vacuum carpet and similar soft surfaces, removing debris and

excess nap; shampoo, if visible soil or stains remain.

e. Clean transparent materials, including mirrors and glass in doors

and windows. Remove glazing compounds and other noticeable,

vision-obscuring materials.

f. Replace disposable air filters and clean permanent air filters. Clean

exposed surfaces of diffusers, registers, and grilles.

g. Clean ducts, blowers, and coils.

h. Clean light fixtures, lamps, globes, and reflectors to function with

full efficiency.”

2.2 CHANGES TO THE SPECIFICATIONS

A. Division 02

1. Section 02 41 19 “Selective Structure Demolition”

a. Delete paragraph 1.6 A. in its entirety.

b. Add the following subparagraph 1.6 D. 3.:

“3. Lead-Containing Paint: As determined by HUD, USEPA and the Indiana

Department of Environmental Management (IDEM) the painted components

that were below 1.0 mg/sq. cm. are not considered to be lead based.

However, XRF readings greater than 0.0 mg/sq. cm. and less than

1.0 mg/sq. cm. must be addressed as a Lead-Containing Paint that could

become an exposure hazard to workers who disturb these coated surfaces

during demolition or renovation activities as detailed in

OSHA 29 CFR 1926.62.

1. Refer to Division 00 Section “Available Project Information” regarding

Limited Lead Base Paint Inspection report, dated November 11, 2010 by

ATC Associates Inc.”

B. Division 04

1. Section 04 20 00 “Unit Masonry”

a. Delete subparagraph 1.6 C. 1. a. in its entirety and replace with the following:

“a. Include material test reports, conducted within five years of Notice to

Proceed, substantiating compliance with requirements.”

C. Division 07

1. Section 07 27 13 “Modified Bituminous Sheet Air Barriers”


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a. Add the following paragraph 1.7 D.:

“D. Inspection: Architect to inspect (punch list review) completed installation

of air barrier after installation of all terminations and penetrations,

including masonry ties (where applicable) and prior to installation of cavity

wall insulation and masonry veneer.

1. Contractor to provide and operate a man lift for the Architect‟s use.”

2. Section 07 42 16 “Insulated-Core Metal Wall Panels”

a. Delete subparagraph 2.5 B. 1. a. in its entirety and replace with the following:

“CENTRIA Architectural Systems; Formawall Dimension Series.”

3. Section 07 81 00 “Applied Fireproofing”

a. Within paragraph 2.2 A. 1. b., replace as follows:

“…Nullifire S607…” with “…A/D Firefilm III…”

D. Division 08

1. Section 08 42 33 “Revolving Door Entrances”

a. Add the following subparagraph 3.2 B. 1.:

“1. Provide access for maintenance of pivot bearings such that the revolving

door entrance does not require dismantling.”

E. Division 09

1. Section 09 23 00 “Gypsum Plastering”

a. Delete subparagraph 3.4 B. 1. in its entirety and replace with the following:

“1. Space channel studs at 16 inches (406 mm) o.c. unless otherwise indicated.”

2. Section 09 29 00 “Gypsum Board”

a. Delete subparagraph 3.5 C. 4. in its entirety.

b. Delete subparagraph 3.5 C. 5. in its entirety.

c. Delete paragraph 3.5 D. in its entirety.

F. Division 14

1. Section 14 21 00 “Electric Traction Elevators”

a. Delete paragraph 2.1 A. in its entirety and replace with the following:

“A. Basis-of-Design Product: Subject to compliance with requirements, provide

ThyssenKrupp; SPF 3500 or a comparable product by one of the following:

1. KONE Inc.

2. Mid-America Elevator Co.

3. Schindler Elevator Corp.

4. ThyssenKrupp Elevator.”

G. Division 21

1. Section 21 13 13 “WET-PIPE SPRINKLER SYSTEMS”

a. Add the following subparagraph 2.2 E:

“E. Steel Pipe: ASTM A 135, Schedule 10, 2 ½ inch through 5 inch sizes and

NFPA 13 specified wall thickness for 6 inch through 10 inch sizes, with plain

ends, black and galvanized, for rolled groove and welded joints.”

b. Add the following subparagraph 3.16 M:

“M. Sizes 2 ½ to 6 inch: ASTM A 135 or A795, Schedule 10 steel pipe with rolled

groove ends, grooved end steel pipe fittings, and grooved coupling joints.”

H. Division 22

1. Section 22 11 15 “FACILITY HEATING (GEOTHERMAL) AND CHILLED WATER

DISTRIBUTION PIPING”


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a. Delete specification in its entirety and replace with the following attached

specification.

I. Division 23

1. Section 23 05 23 “GENERAL-DUTY VALVES FOR HVAC PIPING”

a. Add the following subparagraph 2.4 A. 1. q.:

“Bray Controls”

2. Section 23 05 93 “TESTING, ADJUSTING, AND BALANCING FOR HVAC”

a. Delete paragraph 1.1 in its entirety and replace with the following:

“NOTE: THIS SPECIFICATION SHALL BE USED FOR REFERENCE ONLY.

ALL WORK RELATED TO THIS SECTION SHALL BE BID SEPARATELY

AT A LATER DATE THAT HAS YET TO BE DETEREMINED, DIRECTLY

TO THE OWNER.”

3. Section 23 07 00 “HVAC INSULATION”

a. Within paragraph 2.1 I., replace as follows:

“…Mineral-Fiber, Tank Insulation:…” with “…Mineral-Fiber, Pipe, and Tank

Insulation:…”

b. Add the following paragraphs 3.8 C. through F.:

“C. Insulation Installation on Straight Pipes and Tubes:

1. Secure each layer of preformed pipe insulation to pipe with wire or bands

and tighten bands without deforming insulation materials.

2. Where vapor barriers are indicated, seal longitudinal seams, end joints, and

protrusions with vapor-barrier mastic and joint sealant.

3. For insulation with factory-applied jackets on above ambient surfaces,

secure laps with outward clinched staples at 6 inches 150 mm o.c

4. For insulation with factory-applied jackets on below ambient surfaces, do

not staple longitudinal tabs but secure tabs with additional adhesive as

recommended by insulation material manufacturer and seal with vapor-

barrier mastic and flashing sealant.

D. Insulation Installation on Pipe Flanges:

1. Install preformed pipe insulation to outer diameter of pipe flange.

2. Make width of insulation section same as overall width of flange and bolts,

plus twice the thickness of pipe insulation.

3. Fill voids between inner circumference of flange insulation and outer

circumference of adjacent straight pipe segments with mineral-fiber blanket

insulation.

4. Install jacket material with manufacturer's recommended adhesive, overlap

seams at least 1 inch25 mm, and seal joints with flashing sealant.

E. Insulation Installation on Pipe Fittings and Elbows:

1. Insulate pipe elbows to match the insulation thickness on the adjoining pipe.

F. Insulation Installation on Valves and Pipe Specialties:

1. Install preformed sections of same material as straight segments of pipe

insulation when available.

2. When preformed sections are not available, install mitered sections of pipe

insulation to valve body.

3. Arrange insulation to permit access to packing and to allow valve operation

without disturbing insulation.”

c. Delete paragraph 3.14 B. in its entirety and replace with the following:

“B. Chilled Water and Brine, above 40 Deg F:

1. 1-1/4” and Smaller: Insulation shall be one of the following:

a. Flexible Elastomeric: 1 inch thick.


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2. 1-1/2” and Larger: Insulation shall be one of the following:

a. Flexible Elastomeric: (2) layers of 3/4 inch thick.”

d. Delete paragraph 3.14 D. in its entirety and replace with the following:

“D. High Pressure Steam, above 350 Deg F:

1. 3” and Smaller: Insulation shall be one of the following:

a. Mineral Fiber: 3 inches thick.|

2. 4” and Larger: Insulation shall be one of the following:

a. Mineral Fiber: 4 inches thick.”

e. Add the following paragraph 3.14 F.:

“F. Low Pressure Steam, Condensate, and Relief/Safety Piping, below 250 Deg F:

1. 1-1/4” and Smaller: Insulation shall be one of the following:

a. Mineral Fiber: 1-1/2 inches thick.

2. 1-1/2” and Larger: Insulation shall be one of the following:

a. Mineral Fiber: 2 inches thick.”

4. Section 23 31 13 “METAL DUCTS”

a. Add the following subparagraph 2.2 A. 1. e.:

“e. SET Duct Manufacturing, Inc.”

5. Section 23 33 00 “AIR DUCT ACCESSORIES”

a. Delete paragraph 1.2 A. 1.

b. Delete Article 2.2 BAROMETRIC RELIEF DAMPERS.

6. Section 23 72 00 “ENERGY RECOVERY/AIR HANDLING UNITS”

a. Add the following subparagraph 2.6 J.:

“J. Provide fan pull panel on end of unit to allow for full removal of fan for

maintenance and service purposes.”

b. Add the following subparagraph 2.6 O.:

“O. Face velocities through all coils shall be maximum 500 FPM.”

7. Section 23 82 13 “VALANCE HEATING AND COOLING UNITS”

a. Delete subparagraph 2.1 A. 1. in its entirety and replace with the following:

“1. Edwards Valance (base bid). Contact Brian Robinson with Sandys &

Associates, 419-865-0261.”

b. Delete subparagraph 2.1 A. 2. in its entirety and replace with the following:

“Sigma Valance (alternate bid). Contact Steve Huffine with Faco, 317-257-2211.”

8. Section 23 83 15 “SNOW/ICE MELT SYSTEM”

a. Within paragraph 3.2 A. replace as follows:

“…1” minimum rigid insulation or approved equal shall be provided by others

below snow melting slab…” with “…1” minimum rigid insulation or approved

equal shall be provided by Mechanical Contractor below snow melting slab.”

J. Division 26

1. Section 26 05 26 “GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS”

a. In paragraph 3.5.A.1 remove, “at ground test wells.”

2. Section 26 05 29 “HANGER AND SUPPORT SYSTEMS FOR ELECTRICAL

SYSTEMS”

a. Add the following paragraph 3.2.P:

“P. In open overhead spaces, cast boxes threaded to raceways need not be

supported separately except where used for fixture support sheet metal boxes

directly from the building structure or by bar hangers. Where bar hangers are used,

attach the bar to raceways on opposite sides of the box and support the raceway

with an approved type of fastener not more than 24 inches from the box.”

3. Section 26 09 23 “LIGHTING CONTROL DEVICES”

a. Paragraph 2.1.A: Delete Square D as an acceptable manufacturer.


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b. Paragraph 2.4.A: Delete Square D as an acceptable manufacturer.

4. Section 26 24 13 “SWITCHBOARDS”


5. Section 26 24 16 “PANELBOARDS”



c. Delete Paragraph 2.4 Load Centers in its entirety.

6. Section 26 28 16 “ENCLOSED SWITCHES AND CIRCUIT BREAKERS”



c. Paragraph 2.3.A: Delete Square D as an acceptable manufacturer.

7. Section 26 29 13 “ENCLOSED CONTROLLERS”

a. Paragraph 2.1.C: Delete Square D as an acceptable manufacturer.

b. Paragraph 2.1.D: Delete Square D as an acceptable manufacturer.

8. Section 26 29 23 “VARIABLE-FREQUENCY MOTOR CONTROLLERS”

a. Paragraph 2.1.2: Delete Square D as an acceptable manufacturer.

9. Section 265600 “EXTERIOR LIGHTING”

a. Paragraph 2.2.WW.2a: Shall read “Color: Polyester Powdercoat Finish RAL#7016.

b. Paragraph 3.3.B: Bollard base top shall be flush to finished surface.

PART 3 - CHANGES TO THE DRAWINGS

Modifications described herein shall be incorporated in the Drawings. All other Work shall remain un-

changed.

3.1 G-SERIES DRAWINGS

A. Drawing Numbers G-101 – G-103

1. Add the following notes to the General Notes:

“C. Provide fire-resistive joint systems at all head-of-wall joints of fire barriers and fire

partitions.”

“D. Provide fire-resistive joint systems at all floor-to-floor joints of horizontal assemblies

not indicated to have fire-rated expansion control joint system.”

“E. Provide fire-resistive joint systems at all perimeter floor-to-wall joints between

perimeter edge of fire-resistive-rated horizontal assemblies and exterior curtain

walls.”

B. Drawing Number G-002 (Volume II Cover)

1. Modify the Sheet Index by striking the following:

“MR100 Mechanical Roof Plan”

2. Modify the Sheet Index by adding the following:

“E-602 Electrical Schematics”

3.2 C-SERIES DRAWINGS

A. Drawing Number CG-101

1. Modify Plan per the attached Sketch GC-101A.

2. Modify Plan per the attached Sketch GC-101B.


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3. Modify Storm Sewer Network Data Table per the attached Sketch CG-101C.

3.3 S-SERIES DRAWINGS

A. Drawing Number SF100

1. Revise note: “T/Slab = -9‟-0” (Match Existing)” to “T/Slab = -10‟-0” (Match Existing)”

2. Add Drawing 1/SF100 per attached Sketch A1-1/SF100.

B. SF102

1. Revise section mark 12A/S-404 to 12A/S-403.

2. Omit the three Eastern-most channels (C6X8.2) along Grid E9.

C. SF103


D. SF105


E. SF107


F. SF109

1. Cross-hatch on Plan 1 indicates different floor elevation than Penthouse Floor elevation.

2. Plan 2: Machine Floor Framing Plan: Illegible section mark at North wall should read

10/S-406.

G. S-401

1. Add Drawing 12/S-401 per attached Sketch A1-12/S-401.

H. S-403



3.4 A-SERIES DRAWINGS

A. Drawing Numbers AD100 – AD110

1. Modify Demo Plan Note No. 6 by adding the following at the end:

“…The Contractor must hire a USEPA-, OSHA-, HUD-, and IDEM-certified lead

abatement contractor. The Owner‟s Environmental Consultant (ATC Associates,

Inc.) will be on site to provide Air Quality Testing and observation of accepted

procedures for working safely with lead abatement. The Owner‟s Consultant‟s

involvement in the abatement operation will be at the Owner‟s expense.”

B. Drawing Number AF101

1. Replace Drawing AF101.

C. Drawing Numbers AF100 – AF109

1. Add the following notes to the General Floor Plan Notes:

“O. Building Envelope: All joints and penetrations in the building envelope shall be


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sealed, gasketed or weatherstripped with materials specified and approved for that

use and methods indicated.”

“P. Floor Finish Installation: Where installing new floor finishes over existing concrete

slabs, Contractor shall examine flatness and smoothness of existing concrete slabs

and shall prep floors for new floor finishes as required, including the installation of

hydraulic cement underlayment for floor patching and leveling.”

D. Drawing Numbers AC100 – AC109

1. Add the following note to the General RC Plan Notes:

“L. Removal of Existing Adhesive: Remove existing ceiling tile adhesive only as

required to install new Work.”

E. Drawing Number AR100

1. Modify Roof Assembly – Type RT-D by replacing annotation as follows:

“07 54 19.C4 – Mechanically fastened PVC membrane roofing system” with

“07 54 19.C1 – Adhered PVC membrane roofing system”

F. Drawing Number A-421

1. Add Drawing 2E/A-421.

G. Drawing Number A-423

1. Modify Plan 1A/A-423 per the attached Sketch 1A/A-423.

2. Modify Plan 1B/A-423 per the attached Sketch 1B/A-423.

3. Modify Plan 1C/A-423 per the attached Sketch 1C/A-423.


5. Modify Plan 3B/A-423 per the attached Sketch 3B/A-423.


H. Drawing Number A-424

1. Modify Detail 1/A-424 per the attached Sketch 1/A-424.



4. Modify Plan 1D/A-424 per the attached Sketch 1D/A-424.


6. Modify Detail 2A/A-424 per the attached Sketch 2A/A-424.

7. Modify Detail 2E/A-424 per the attached Sketch 2E/A-424.



10. Modify Detail 4D/A-424 per the attached Sketch 4D/A-424.

I. Drawing Number A-426

1. Add the following General Note:

“A. Supporting structure for exterior sun control device includes AESS structural steel

columns and king post truss as indicated and connections as required. Reference

Structural Drawings for foundations and Project Manual for further requirements.”

J. Drawing Number A-440

1. Add Drawing A-440.

K. Drawing Number A-520



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2. Modify Detail 2D/A-520 per the attached Sketch 2D/A-520.


4. Modify Detail 3A/A-520 per the attached Sketch 3A/A-520.

5. Modify Detail 3C/A-520 per the attached Sketch 3C/A-520.

L. Drawing Number A-530

1. Add Drawing 4B/A-530.

M. Drawing Numbers A-601 – A-605

1. Within Door Schedule General Note I., replace as follows:

“…head condition for interior doors to be XX/A-XXX…” to be “…head condition for

interior doors to be 1B/A-510…”

and

“…sill condition for interior doors to be XX/A-XXX…” to be “…jamb condition for

interior doors to be 1A/A-510…”

2. Within Door Schedule Fenestration Materials Legend, delete as follows:

“…DG-1 Decorative Glazing, Obscured…”

3. Within Door Schedule Fenestration Materials Legend, replace as follows:

“…DG-2 Decorative Glazing, Pattern #1…” to be “…DG-1 Decorative Glazing,

Rivulet…”

and


Eddy…”

and


Wavy…”

4. Add the following remark to the Door Schedule Remarks:

“13. Modify door hardware set as required for modified door width.”

N. Drawing Number A-605

1. Modify SF10/A-605 by replacing the glazing type as follows:

“…FG-90…” with “…TG-1…”

O. Drawing Number A-602

1. Modify Door Schedule as follows:

“901N change width to be 3‟-6” and add Remark #13”

“901S change width to be 3‟-6” and add Remark #13”

3.5 M-SERIES DRAWINGS

A. Drawing Number MH100

1. For clarification:

“OA duct serving AHU-1, FCU-1, FCU-2, FCU-3, and FCU-5 is shown as having a

return air designation with the single line through the duct. This shall be changed to

represent an outdoor air duct designation with the two crossing lines through the duct.

This duct continues up to the penthouse and shall be changed on all corresponding floor

plans and enlarged plans.

2. Install CO2 sensor adjacent to (furthest away from door) and at same elevation as

thermostat sensor in the following room:

a. 026 Break Room


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B. Drawing Number MH101


thermostat sensor in the following rooms:

a. 111 Teaming

b. 112L Lobby

c. 113 Teaming

d. 115 Workroom

e. 123 Crafts

f. 125 Music

g. 129F Fitness Center

h. 136 Technology Center

2. In 136C1 Closet, Pipe Riser 4 pipes shall offset approximately 4” to the north to avoid

new structural components on floors above (typical all floors).

C. Drawing Number MH102



a. 212L Lounge

D. Drawing Number MH104



a. 420L Lounge

E. Drawing Number MH106



a. 620L Lounge

F. Drawing Number MH108



a. 820L Lounge

G. Drawing Number MP100

1. Add Section 5D per the attached Sketch 5D/MP100.

H. Drawing Number M-401

1. Modify Sheet Note 7 as follows:

2. “Provide relief air plenum distribution box. Dimensions to be 60”X18” by 24” height.

Provide one (1) 56”X18” opening on each side of the box (long dimension). Cover

opening with birdscreen wiring mesh.”


4. “Provide 48”X48” automatic control damper at relief portion of louver/plenum.”

5. Add to Sheet Note 11 as follows:

6. “Provide filter access through bottom of duct.”

I. Drawing Number M-404

1. Replace Enlarged Plan 1A per the attached Sketch 1A/M-404.

J. Drawing Number M-405


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2. “Provide relief air plenum distribution box. Dimensions to be 54”X18” by 24” height.

Provide one (1) 50”X18” opening on each side of the box (long dimension). Cover

opening with birdscreen wiring mesh.”

K. Drawing Number M-406

1. Enlarged Plan 1B (changes are typical of all south restroom groups on each floor)

a. Modify exhaust grille to read ECG-9 in Enlarged Plan 1B, Shower 2126B1.

b. Two (2) exhaust ducts serving a separate grille in 216B Restroom to be changed to

and noted as 8”/4”.

c. Exhaust duct serving grille in 216B5 to be changed to and noted as 10”/4”.

2. Enlarged Plan 1D

a. Refrigerant piping serving AC-3 shall be routed to the east then south to avoid

routing through 1000S Elevator Equipment Room.

b. Refrigerant piping serving AC-2 shall be routed to the south then east to avoid

routing through 1000P Elevator Equipment Room.

c. For clarification: South 40”X18” exhaust duct shall penetrate into elevator hoistway

through sidewall.

3. Enlarged Plan 3B (changes are typical of all north restroom groups on each floor)

a. Exhaust duct serving grille in 226B2 to be changed to and noted as 10”/4”.

L. Drawing Number M-501

1. Schematic 1D

a. Provide flowmeter on 4” LPR pipe downstream of connection to HX-1.

b. Provide flowmeter on 8” LPS pipe upstream of connection to HX-1.

2. Schematic 3C

a. Provide check valve on 5” HWS pipe in between connection from snow melt return

and connection to 5” building heating water pipes.

b. Delete references to Flow Switch on the 5” HWR pipe back to the geothermal system

and add in a flowmeter in this location.

3. Schematic 4A

a. Modify to show that both 2” snow melt pipes shall connect into the 150 Deg F

heating water (geothermal) supply loop.

b. Modify snow melt heat exchanger to be notated as PFX-2.

M. Drawing Number M-503

1. Detail 1D

a. Delete long radius elbow on suction side of pump and add in a strainer.

N. Drawing Number M-601

1. Fan Coil Unit Schedule

a. Add and modify as follows:

MARK E.S.P. T.S.P. B.H.P. MTR HP

FCU-1 0.85 in-wg 1.42 in-wg 0.54 3/4

FCU-2 1.10 in-wg 1.92 in-wg 0.61 3/4

FCU-3 1.50 in-wg 2.60 in-wg 1.37 1-1/2

FCU-4 1.00 in-wg 1.57 in-wg 0.59 3/4

FCU-5 0.80 in-wg 1.73 in-wg 1.43 1-1/2

FCU-6 0.80 in-wg 1.37 in-wg 0.53 3/4

FCU-7 0.25 in-wg 0.65 in-wg 0.48 1/2

FCU-8 0.30 in-wg 1.12 in-wg 0.48 1/2


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COOLING DATA HEATING DATA

MARK TOTAL

LOAD

SENSIBLE

LOAD

FLOWRATE WPD TOTAL

LOAD

LDB LWT WPD MODEL

FCU-1 * * * * * * * * VBY10B7

FCU-5 * * * * * * * * VBY30B7

FCU-8 47970 Btu/h 32980 Btu/h 8 GPM 11.0 ft-wg 60006 Btu/h 97.4 oF 126 oF 9 ft-wg HBC12K7

* - DENOTES NO CHANGE

2. Air Handling Unit Schedule


MARK SF E.S.P. SF T.S.P. SF B.H.P. SF MTR HP RPM EFF.

AHU-1 2.25 in-wg 4.00 in-wg 5.78 7-1/2 2348 68 %

AHU-2 4.60 in-wg 5.92 in-wg 11.97 15 2419 75 %

MARK RF E.S.P. RF T.S.P. RF B.H.P. RF MTR HP RPM EFF.

AHU-1 1.65 in-wg 2.05 in-wg 2.80 5 1477 72 %

AHU-2 1.90 in-wg 2.10 in-wg 5.38 7-1/2 1541 59 %

SUPPLY FAN SOUND POWER (OUTLET)

OCTAVE BAND

MARK 1 2 3 4 5 6 7 8

AHU-1 91 90 92 91 89 85 80 75

AHU-2 103 100 97 98 91 85 81 78

RETURN FAN SOUND POWER (OUTLET)

OCTAVE BAND

MARK 1 2 3 4 5 6 7 8

AHU-1 93 90 88 83 78 75 70 65

AHU-2 86 89 92 91 85 78 73 67

HEATING

MARK LOAD EDB WPD

AHU-2 333000 Btu/h 36.8 oF 1.40 ft-wg

COOLING

MARK TOTAL LOAD SENSIBLE LOAD EDB EWB FLOWRATE WPD

AHU-2 409000 Btu/h 287000 Btu/h 83.0 oF 68.2 oF 68 GPM 6.80 ft-wg

b. Add as Remark #5 and apply to all Air Handling Units:

1) “BRAKE HORSEPOWER (B.H.P.) SHALL INCLUDE 4% BELT LOSS.

3. Energy Recovery Unit Schedule


MARK SF E.S.P. SF T.S.P. SF B.H.P. SF MTR HP RPM EFF.

ERU-1N 2.85 in-wg 4.98 in-wg 4.76 7-1/2 2749 68 %

ERU-1N-PL 3.20 in-wg 5.39 in-wg 3.98 7-1/2 2813 69 %

ERU-1S 2.70 in-wg 5.78 in-wg 6.73 7-1/2 3090 67 %

ERU-1S-PL 3.00 in-wg 5.95 in-wg 5.16 7-1/2 3071 68 %

ERU-2N 2.85 in-wg 4.98 in-wg 4.76 7-1/2 2749 68 %

ERU-2N-PL 3.20 in-wg 5.39 in-wg 3.98 7-1/2 2813 69 %

ERU-2S 2.70 in-wg 5.78 in-wg 6.73 7-1/2 3090 67 %

ERU-2S-PL 3.00 in-wg 5.95 in-wg 5.16 7-1/2 3071 68 %


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MARK RF E.S.P. RF T.S.P. RF B.H.P. RF MTR HP RPM EFF.

ERU-1N 2.35 in-wg 3.09 in-wg 2.52 5 2473 67 %

ERU-1N-PL 2.60 in-wg 3.29 in-wg 2.05 5 2800 68 %

ERU-1S 2.70 in-wg 3.24 in-wg 3.08 5 2648 66 %

ERU-1S-PL 2.50 in-wg 3.44 in-wg 2.51 5 3004 66 %

ERU-2N 2.35 in-wg 3.09 in-wg 2.52 5 2473 67 %

ERU-2N-PL 2.60 in-wg 3.29 in-wg 2.05 5 2800 68 %

ERU-2S 2.70 in-wg 3.24 in-wg 3.08 5 2648 66 %

ERU-2S-PL 2.50 in-wg 3.44 in-wg 2.51 5 3004 66 %

SUPPLY FAN SOUND POWER (OUTLET)

OCTAVE BAND

MARK 1 2 3 4 5 6 7 8

ERU-1N 94 92 91 92 86 83 79 73

ERU-1N-PL 93 91 91 92 85 83 79 72

ERU-1S 96 94 93 95 89 87 81 75

ERU-1S-PL 95 92 91 94 87 85 80 74

ERU-2N 94 92 91 92 86 83 79 73

ERU-2N-PL 93 91 91 92 85 83 79 72

ERU-2S 96 94 93 95 89 87 81 75

ERU-2S-PL 95 92 91 94 87 85 80 74

RETURN FAN SOUND POWER (OUTLET)

OCTAVE BAND

MARK 1 2 3 4 5 6 7 8

ERU-1N 89 86 88 86 80 79 74 68

ERU-1N-PL 88 86 86 87 80 78 74 67

ERU-1S 92 88 89 89 84 83 77 70

ERU-1S-PL 90 88 87 89 84 82 75 69

ERU-2N 89 86 88 86 80 79 74 68

ERU-2N-PL 88 86 86 87 80 78 74 67

ERU-2S 92 88 89 89 84 83 77 70

ERU-2S-PL 90 88 87 89 84 82 75 69

b. Add as Remark #7 and apply to all Air Handling Units:

1) “BRAKE HORSEPOWER (B.H.P.) SHALL INCLUDE 4% BELT LOSS.

4. Valance Heating and Cooling Unit Schedule

a. Replace schedule per the attached Sketch 1A/M-601.

5. Air Cooled Condensing Unit Schedule

a. Modify as follows:

MARK LOCATION AREA SERVED WEIGHT (LBS) VOLTAGE

CU-4 016S STORAGE 017 MDF/ER 150 208 V

O. Drawing Number M-602

1. Computer Room Unit Schedule

a. Add as follows:

MARK B.H.P.

CRAC-1 1.77

2. Diffuser, Register, and Grille Schedule

a. Modify as follows:

MARK DESCRIPTION MODEL REMARKS

DRS-1 * LPB15A *


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DSF-1 * LPBH15A *

DSF-2 * LPBH15A *

FGR-1 0 DEG DEF, 3/32” BARS SPACED 1/4”, NO BORDER (FLUSH MOUNT) LBPH15A 2,3

FGS-1 * LBPH15A *

FGS-2 * LBPH15A *

FGS-3 * LBPH15A *

FGS-4 * LBPH15A *

FGS-5 * LBPH15A *

FGS-6 * LBPH15A *

FGS-7 * LBPH15A *

FGS-8 0 DEG DEF, 3/32” BARS SPACED 1/4”, NO BORDER (FLUSH MOUNT) LBPH15A 3

* - DENOTES NO CHANGE

COUNT MARK DESCRIPTION NECK SIZE MODULE SIZE AIRFLOW

8 ECG-6 NO CHANGE 8/8 8/8 100 CFM

7 ECG-9 NO CHANGE 8/8 8/8 200 CFM

b. ECG-9 is a duplicate of ECG-6, but airflow is 200 CFM.

c. Add new SRG-9 to the schedule. This shall be a duplicate of SRG-3, but airflow is

450 CFM. Count = 1.

d. Add new SRG-22 to the schedule. This shall be a duplicate of SRG-9, but airflow is

125 CFM. Count = 1.

P. Drawing M-701

1. Constant Volume AHU-1 Diagram

a. Add: Air flow measuring station in outside air duct after outside air damper.

b. Sequence of operations, Replace: CO2 Control with:

1) CO2 CONTROL: CO2 shall be monitored in the space. Modulate minimum

outside air damper from 600cfm to 1800cfm to prevent the space CO2 from

rising above 1000ppm. The mixed air sensor shall override that control signal to

prevent the mixed air from dropping below 50F.

a) Analog Inputs: Replace return air CO2 with Space CO2

b) Analog Inputs: Add outside air CFM

Q. Drawing M-702

1. VAV Air Handling Unit #2

a. Sequence, Replace CO2 Control with:

1) CO2 CONTROL: CO2 shall be monitored in the space in three locations as

shown on the prints. Modulate minimum outside air damper from 930cfm to

3800cfm to prevent the space CO2 from rising above 1000ppm. The sensor with

the highest CO2 value shall control the outside air dampers. The mixed air sensor

shall override that control signal to prevent the mixed air from dropping below

50F.

a) Analog Inputs: Replace return air CO2 with Space CO2 (3)

2. Miscellaneous Sequences

a. PENTHOUSE DIFFERENTIAL PRESSURE CONTROL

1) A static pressure transducer shall keep the penthouse 0.05” (adj) positive to the

outside by modulating two relief air dampers. Provide separate outputs to each

damper actuator so dampers can be controlled independently. Dampers shall be

insulated type and shall fail normally closed.


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3.6 P-SERIES DRAWINGS

A. Drawing Number PF101

1. Change plan note 153:

“DRY SIDEWALL SPRINKLER HEAD TO BE INSTALL BELOW THE CANOPY

AND ABOVE THE DOOR, INSTALL QUANITIY AS REQUIRED.”

B. Drawing Numbers PF102, PF103, PF104, PF105, PF106, PF107, AND PF108

1. Add the following General Note to Drawing:

“PROVIDE SPRINKLER HEADS ON BOTH SIDES OF THE WINDOW, IN THE

STAIR 1, ON LEVELS 2 THROUGH 8, TO CREATE A SPRINKLER CURTAIN”

3.7 E-SERIES DRAWINGS

A. Drawing Number EP100

1. Branch circuit to MS-0-1 shall be F40 in lieu of F60.

B. Drawing Number E-603

1. Motor Starter Schedule

a. Starter MS-0-1 shall be 7.5 H.P. in lieu of 10 H.P.

b. Starter MS-0-7 shall be ¾ H.P. in lieu of 1 H.P.

c. Starter MS-0-8 shall be ¾ H.P. in lieu of 1 H.P.

d. Starter MS-0-10 shall be ¾ H.P. in lieu of 1 H.P.

e. Starter MS-0-11 shall be 1-½ H.P. in lieu of 2 H.P.

f. Starter MS-1-1 shall be ¾ H.P. in lieu of 1 H.P.

g. Starter MS-P-15 shall be ½ H.P. in lieu of 1 H.P.

1) Fuse sizes for 1-½ H.P. starters above shall be 10 Amps.

2) Fuse sizes for ¾ H.P. starters above shall be 6.25Amps.

3) Fuse sizes for ½ H.P. starters above shall be 4 Amps.

C. Drawing Number E-604

1. Add attached Panelboard Schedule for Switchboard „MXDP.‟

2. Panelboard BN1

a. Breaker (32,34,36) shall be 40A/3P in lieu of 60A/3P.

3.8 T-SERIES DRAWINGS

A. Drawing Number TP101

1. In Corridor 124, change plan note #44 to #20. Refer to Sheet TP107 for additional

backbone pathway information.

B. Drawing Number TP102

1. In Corridor 200 adjacent to Adaptable Student 215, remove blank Plan Note Symbol.

C. Drawing Number T-501

1. On Symbol Legend, at Audio Video Outlet: add detail reference 6C to notes for student

room rough-in mounting height requirements.

2. On Symbol Legend, at TV Outlet: add the following note to the Mounting Height

heading: “+48” A.F.F. to centerline in lounges.”


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3. On Symbol Legend, at Wall-mount Projector Outlet: change outlet information to (2) C,

(1) 2-gang box.

4. On Symbol Legend, at Proximity Reader Outlet, add the following to the Notes: “Mount

back boxes serving ADA proximity readers horizontally”.

5. On Detail 4E. provide 2-gang back boxes at vending rough-ins indicated.

D. Drawing Number T-502

1. On 1A Faceplate Details:

a. Change the symbol on the TV faceplate detail above the Teaming Room Faceplate

Detail to the TV symbol (a triangle with a 1/V) shown on T-501 Symbol Legend

under Instructional Video.

b. Change the description of the Student Room “V” faceplate detail to include the first

floor apartments.

E. Drawing Number T-503

1. On Detail 3C add the following Note: “Provide 22/4 Belden wiring to serve each washer,

dryer and vending machines (washer, dryer and vending machine furnished by Owner).

Run wiring back to card swipe indicated.

F. Drawing Number T-601

1. Change Drawing Note #4 to the following: ”…-(6) strands single mode fiber”.

END OF ADDENDUM NO. 1

AVAILABLE PROJECT INFORMATION

The following information is being made available to Bidders for informational purposes only and is not a

part of the Addendum.

A. See the following Document 003100 – Available Project Information:

1. Add the following paragraph 1.2 D.:

“D. Limited Lead Based Paint Inspection, dated November 11, 2010 by ATC

Associates Inc., prepared for the Owner, is not a part of the Contract

Documents and is included for informational use only. The Architect

does not accept responsibility for the information contained in the

report.”

2. Add the Limited Lead Based Paint Inspection, dated November 11, 2010 by ATC

Associates Inc.

PRE-BID ATTENDANCE

The following Pre-Bid Agenda, Meeting Notes and Sign-In Sheet are being made available to Bidders for

informational purposes only and is not a part of the Addendum.

Schmidt Associates, Inc. BSU Project No. 2010-019.01 SE 2010-004.SAR - Ball State University Studebaker East,

Phase 2

FACILITY HEATING (GEOTHERMAL) AND CHILLED WATER DISTRIBUTION PIPING

221115 - 1

SECTION 22 11 15 – FACILITY HEATING (GEOTHERMAL) AND CHILLED WATER DISTRIBUTION PIPING

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Pipe and pipe fittings for: 1. Heating water piping system. 2. Chilled water piping system.

B. Valves: 1. Gate valves. 2. Butterfly valves. 3. Valve boxes.

C. Trenching for Hydronic Piping including: 1. Excavation. 2. Backfill. 3. Compaction. 4. Bracing, shoring and sheeting. 5. Pipe clearances and conflicts.

1.02 RELATED REQUIREMENTS

A. Section 23 05 16 - Expansion Fittings and Loops for HVAC Piping.

B. Section 23 05 53 - Identification for HVAC Piping and Equipment.

C. Section 23 07 00 - HVAC Insulation.

1.03 REFERENCE STANDARDS

A. ASME (BPV IX) - Boiler and Pressure Vessel Code, Section IX - Welding and Brazing Qualifications; The American Society of Mechanical Engineers; 2007.

B. ASME B16.3 - Malleable Iron Threaded Fittings; The American Society of Mechanical Engineers; 1998 (R2006).

C. ASME B31.9 - Building Services Piping; The American Society of Mechanical Engineers; 2004 (ANSI/ASME B31.9).

D. ASTM A 53/A 53M - Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless; 2007.

E. ASTM A 234/A 234M - Standard Specification for Piping Fittings of Wrought Carbon Steel and Alloy Steel for Moderate and High Temperature Service; 2007.

F. ASTM A 536 - Standard Specification for Ductile Iron Castings; 1984 (Reapproved 2004).

G. ASTM F 708 - Standard Practice for Design and Installation of Rigid Pipe Hangers; 1992 (Reapproved 2008).

H. AWWA C110/A21.10 - American National Standard for Ductile-Iron and Gray-Iron Fittings, 3 In. Through 48 In. (75 mm Through 1200 mm), for Water and Other Liquids; American Water Works Association; 2003.

I. AWWA C111/A21.11 - Rubber-Gasket Joints for Ductile-Iron Pressure Pipe and Fittings; American Water Works Association; 2007 (ANSI/AWWA C111/A21.11).


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221115 - 2

J. AWWA C151/A21.51 - Ductile-Iron Pipe, Centrifugally Cast, for Water; American Water Works

Association; 2002, and Errata 2002 (ANSI/AWWA C151/A21.51).

K. AWWA C606 - Standard Specification for Grooved and Shouldered Joints; American Water Works Association; 2006.

L. MSS SP-58 - Pipe Hangers and Supports - Materials, Design and Manufacture; Manufacturers Standardization Society of the Valve and Fittings Industry, Inc.; 2002.

M. MSS SP-69 - Pipe Hangers and Supports - Selection and Application; Manufacturers Standardization Society of the Valve and Fittings Industry, Inc.; 2003.

N. MSS SP-89 - Pipe Hangers and Supports - Fabrication and Installation Practices; Manufacturers Standardization Society of the Valve and Fittings Industry, Inc.; 2003.

1.04 SYSTEM DESCRIPTION

A. Where more than one piping system material is specified, ensures system components are compatible and joined to ensure the integrity of the system is not jeopardized. Provide necessary joining fittings. Ensure flanges, unions, and couplings for servicing are consistently provided.

B. Use unions, flanges, and couplings downstream of valves and at equipment or apparatus connections. Do not use direct welded or threaded connections to valves, equipment or other apparatus.

1.05 SUBMITTALS

A. Product Data: Include data on pipe materials, pipe fittings, valves, and accessories. Provide manufacturers catalogue information. Indicate valve data and ratings.

C. Welders Certificate: Include welder’s certification of compliance with ASME (BPV IX).

D. Manufacturer's Installation Instructions: Indicate hanging and support methods, joining procedures.

E. Project Record Documents: Record actual locations of valves.

F. Maintenance Data: Include installation instructions, spare parts lists, exploded assembly views.

G. Maintenance Materials: Furnish the following for Ball State University's use in maintenance of project. 1. Valve Repacking Kits: One for each type and size of valve.

1.06 QUALITY ASSURANCE

A. Manufacturer Qualifications: Company specializing in manufacturing products of the type specified in this section, with minimum three years of documented experience.

B. Installer Qualifications: Company specializing in performing work of the type specified in this section, with documented experience.

C. Welder Qualifications: Certify in accordance with ASME (BPV IX). 1. Provide certificate of compliance from authority having jurisdiction, indicating approval of welders.

1.07 DELIVERY, STORAGE, AND HANDLING

A. Accept valves on site in shipping containers with labeling in place. Inspect for damage.

B. Provide temporary protective coating on cast iron and steel valves.

C. Provide temporary end caps and closures on piping and fittings. Maintain in place until installation.


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221115 - 3

D. Protect piping systems from entry of foreign materials by temporary covers, completing sections of the work, and isolating parts of completed system.

1.08 FIELD CONDITIONS

A. Do not install underground piping when bedding is wet or frozen.

B. Uncover utilities and verify both horizontal and vertical alignments sufficiently in advance of construction to permit adjustments in the work. Determine location of existing utilities and identify conflicts before excavating trench for pipe installation.

C. Maintain ambient conditions required by manufacturers of each product. Maintain temperature before, during, and after installation for minimum of 24 hours.

PART 2 PRODUCTS

2.01 HYDRONIC SYSTEM REQUIREMENTS

A. Comply with ASME B31.9 and applicable federal, state, and local regulations.

B. Piping: Provide piping, fittings, hangers and supports as required, as indicated, and as follows: 1. Where more than one piping system material is specified, provide joining fittings that are

compatible with piping materials and ensure that the integrity of the system is not jeopardized. 2. Use non-conducting dielectric connections whenever jointing dissimilar metals. 3. Provide pipe hangers and supports in accordance with ASME B31.9 unless indicated otherwise.

C. Pipe-to-Valve and Pipe-to-Equipment Connections: Use flanges or unions to allow disconnection of components for servicing; do not use direct welded, soldered, or threaded connections.

D. Valves: Provide valves where indicated and as follows: 1. Provide drain valves where indicated, and if not indicated provide at least at main shut-off, low

points of piping, bases of vertical risers, and at equipment. Use 3/4 inch ball valves with cap; pipe to nearest floor drain.

2. For shut-off and to isolate parts of systems or vertical risers, use gate or butterfly valves.

E. Welding Materials and Procedures: Conform to ASME (BPV IX).

2.02 HEATING WATER PIPING: BURIED

A. Restrained Ductile Iron Pipe: 1. Manufacturers:

a. Clow Corp.: www.clowvalve.com. b. ACIPCO.: www.acipco.com. c. U.S. Pipe Co.: www.uspipe.com. d. Griffin Co.: www.griffinco.com.

2. General: a. 6 inch through 24 inch pipe shall be ductile iron AWWA C151/A21.51. Pipe shall be of the

push on restrained joints or mechanical joint type. Field-cut ends on ductile iron pipe shall be fitted with a field-welded weld bead or be installed with a restraint.

b. The pipe shall be coated outside with a bituminous coating in accordance with ANSI/AWWA C151/A21.51. The pipe interior shall be cement mortar lined and seal coated in compliance with the latest revision of ANSI/AWWA C104/A21.4.


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221115 - 4

c. Pipe-laying lengths shall be provided in 20-foot nominal lengths with allowable trim-pipe

lengths in accordance with AWWA C151 and special shorter lengths provided as required. The pipe shall be able to expand and contract 1/4" per 20-foot pipe sections. The 1/4” expansion and contraction is cyclical throughout the year, and is based on 100 degree water temperature difference.

3. Pipe Pressure Class: a. 6 inch - 18 inch: 350.

4. Joints: a. Restrained Joints. Restrained joints shall be used for joint restraint for straight lengths of

pipe to pipe connections. Restrained joints shall be equivalent to Flex-Ring restrained joints as manufactured by American Ductile Iron Pipe. Gasket material shall be Ethylene Propylene Diene Monomer (EPDM) for hot water systems. Systems shall be suitable for the following working pressures: 1) 6 inch - 24 inch: 350.

b. Mechanical joint restraint. Mechanical joint restraint shall be used for joint restraint on fittings and valves. Mechanical joints shall conform to AWWA C111. Bolts shall be high-strength, low-alloy steel per AWWA C111. Gasket material shall be Ethylene Propylene Diene Monomer (EPDM) for hot water systems. Joint restraint shall be equivalent to EBAA Iron Megalug. System shall be suitable for the following working pressures: 1) 6 inch - 16 inch: 350.

5. Fittings: a. Ductile Iron Fitting: Standard fitting shall be ductile iron conforming to ANSI/AWWA

C110/A21.20. Fittings shall be rated for the same pressure class as the associated pipe. Compact ductile iron fittings shall meet the requirements of ANSI/AWWA C153/A21.53.

b. Coating and Lining: The fittings shall be coated with a bituminous coating in accordance with ANSI/AWWA C110/A21.10 and lined inside with cement mortar and seal coated in accordance with ANSI/AWWA C104/A21.4.

B. Preinsulated Piping. 1. Manufacturers:

a. Perma-Pipe, Inc.: www.permapiping.com. b. Thermacor Process.: www.thermacor.com. c. Insul-Tek.: www.insul-tek.com.

2. General: a. Where indicated on drawings, provide preinsulated piping system equal to Xtru-Therm, as

manufactured by Perma-Pipe. All piping sections, fittings, and other accessories shall be factory fabricated, insulated and jacketed. Field insulation of fittings shall not be allowed. The piping system design and manufacture shall be in strict conformance with ASME B31.1. Installation of the piping system shall be in accordance with the manufacturer's instructions. Factory trained field technical assistance shall be provided for critical periods of installation, unloading, field joint instruction and testing.

3. Service Pipe: a. The service pipe shall be restrained joint ductile iron pipe. See Restrained ductile iron pipe

specification. Piping shall be exposed at each end for field joint fabrication. 4. Accessories:

a. Elbows, tees, reducers, field joints and end seals shall be designed and factory fabricated to prevent the ingress of moisture into the system.


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221115 - 5

5. Insulation:

a. The service pipe insulation shall be polyurethane foam with 2 lb/cubic foot minimum density, 90% minimum closed cell content and maximum initial thermal conductivity of 0.18 Btu-in/hr-sf-deg F. The insulation shall completely fill the annular space between the service pipe and jacket and shall be bonded to both. Systems using open cell insulation or a nonbonded design shall not be allowed. The insulation shall be provided to the minimum thickness specified below: 1) Pipe Size 6" - 8": 1" insulation. 2) Pipe Size 10" - 12": 1.5" insulation. 3) Pipe Size 14" - 36": 2" insulation.

6. Insulation Jacket: a. The outer protective insulation jacket shall be seamless high density polyethylene (HDPE) in

accordance with ASTM D3350 minimum cell classification PE 345444 C. PVC or tape materials are not allowed. The minimum thickness of the HDPE jacket shall be as follows: 1) Jacket Outside Diameter less than or equal to 12": 0.080". 2) Jacket Outside Diameter greater than 12" and less than or equal to 24": 0.120".

7. Field Joints: a. If field joints are needed, they must be installed after the service pipe has been

hydrostatically tested. Insulation shall then be poured in place into the field joint area. All field applied insulation shall be placed only in straight sections of pipe. Field insulation of fittings is not acceptable. The installer shall seal the field joint area with a heat shrinkable adhesive backed sleeve. Backfilling shall not begin until the heat shrink sleeve has cooled. All insulation and jacketing materials for the field joint shall be furnished by the preinsulated pipe manufacturer.

2.03 CHILLED WATER PIPING: BURIED

A. High Density Polyethylene (HDPE) 1. Manufacturers:

a. Performance Pipe.: www.performacepipe.com. b. ISCO Industries: www.isco-pipe.com. c. Oxford Plastics Inc.: www.oxfordplasticsinc.com.

2. Materials: a. All HDPE pipe and fittings shall conform to AWWA C906, except as modified herin. The pipe

and fittings shall be rated for a working pressure of 160 psig and have a dimension ratio (DR) of not less than 11 for pipe ranging from 6 inches diameter to 24 inches diameter. HDPE shall not be installed in close proximity to buried steam piping.

b. HDPE shall be manufactured from extra high molecular weight polyethylene pipe materials meeting the requirements of ASTM D3350-96. The pipe shall meet the requirements of cell classification PE34544C, standard PE code designation PE3408 as defined by ASTM D3350-96 and D3350. The manufacturer shall certify that the material meeting this specification has exceeded 5,000 hours without failure when tested under ASTM F 1248, and has a hydrostatic design basis for 1,600 psi at 73 degrees F and 800 psi at 140 degrees F when tested under ASTM D 2837. The design pressure of the pipe shall be defined in accordance with ASTM D 3035 and F 714. The pipe shall have a controlled outside diameter based on ductile iron pipe sizes (DIPS).

3. Identification for DIPS Sized Pipe. a. DIPS sized pipes shall have three equally spaced pairs of longitudinal blue color stripes

co-extruded into the pipe outside surface. Stripes printed on the outside surface shall not be acceptable.

4. Fabricated Fittings:


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221115 - 6

a. HDPE fittings shall be shop fabricated. Shop fabricated fittings shall be made in strict accordance with the pipe manufacturer's printed recommendations and shall be fully butt fusion joints. Molded fittings shall not be allowed. The same approved manufacturer shall produce the HDPE pipe and fittings. Products such as fittings or flange adapters made by sub-contractors or distributors are prohibited. Fittings shall be manufactured to standardized dimensions and shall be compatible with standard fittings, valves, tees, service saddles, curb stops, and meter stops. Connections to the existing chilled water system other than HDPE pipe shall be restrained mechanical joint fittings, with stiffeners or inserts if recommended by the manufacturer.

b. Heat fusion fabricated fittings shall meet the following: 1) Manufactured from the same material as the extruded pipe. 2) Manufactured to the same DR rating as the pipe. 3) Fabricated 90 degree elbows shall have five segments. 4) Fabricated 45 degree elbows shall have three segments. 5) Fabricated tees shall be three piece. 6) Fabricated wyes shall be three piece.

5. HDPE Flange Adapters: a. Flange adapters shall be made with sufficient through-bore length to be clamped in a butt

fusion-joining machine without the use of a stub-end holder. The sealing surface of the flange adapter shall be machined with a series of small v-shaped grooves (serrations) to promote gasketless sealing, or retrain the gasket against blowout.

6. Back-up Rings and Flange Bolts: a. Flange adapters shall be fitted with back-up rings that are pressure rated equal to or greater

than the mating pipe. The back-up ring bore shall be chamfered or radiused to provide clearance to the flange adapter radius. Flange bolts and nuts shall be Grade 3 or higher.

7. Mechanical Joint (MJ) Adapters: a. MJ adapters 14" and larger shall be provided with heavy duty back up ring kits. All MJ

adapters must be provided with stainless steel stiffeners.

B. Restrained Ductile Iron Pipe: 1. Manufacturers:

a. Clow Corp.: www.clowvalve.com. b. ACIPCO.: www.cipco.com. c. U.S. Pipe Co.: www.uspipe.com. d. Griffin Co.: www.griffin-pipe.com.

2. General: a. 6 inch through 24 inch pipe shall be ductile iron AWWA C151/A21.51. Pipe shall be of the

push on restrained joints or mechanical joint type. Field-cut ends on ductile iron pipe shall be fitted with a field-welded weld bead or be installed with a restraint.

b. The pipe shall be coated outside with a bituminous coating in accordance with ANSI/AWWA C151/A21.51. The pipe interior shall be cement mortar lined and seal coated in compliance with the latest revision of ANSI/AWWA C104/A21.4.

c. Pipe-laying lengths shall be provided in 20-foot nominal lengths with allowable trim-pipe lengths in accordance with AWWA C151 and special shorter lengths provided as required. The pipe shall be able to expand and contract 1/4" per 20-foot pipe sections. The 1/4" expansion and contraction is cyclical throughout the year, and is based on 100 degree water temperature difference.

3. Pipe Pressure Class: a. 6 inch - 18 inch: 350.

4. Joints: a. Restrained Joints. Restrained joints shall be used for joint restraint for straight lengths of


Phase 2


221115 - 7

pipe to pipe connections. Restrained joints shall be equivalent to Flex-Ring restrained joints as manufactured by American Ductile Iron Pipe. Gasket material shall be standard styrene butadiene copolymer (SBR) for chilled water systems. Systems shall be suitable for the following working pressures: 1) 6 inch - 24 inch: 350.

b. Mechanical joint restraint. Mechanical joint restraint shall be used for joint restraint on fittings and valves. Mechanical joints shall conform to AWWA C111. Bolts shall be high-strength, low-alloy steel per AWWA C111. Gasket material shall be standard styrene butadiene copolymer (SBR) for chilled water systems. Joint restraint shall be equivalent to EBAA Iron Megalug. System shall be suitable for the following working pressures: 1) 6 inch - 16 inch: 350.

5. Fittings: a. Ductile Iron Fitting: Standard fitting shall be ductile iron conforming to ANSI/AWWA

C110/A21.20. Fittings shall be rated for the same pressure class as the associated pipe. Compact ductile iron fittings shall meet the requirements of ANSI/AWWA C153/A21.53.

b. Coating and Lining: The fittings shall be coated with a bituminous coating in accordance with ANSI/AWWA C110/A21.10 and lined inside with cement mortar and seal coated in accordance with ANSI/AWWA C104/A21.4.

2.04 UNIONS, FLANGES, AND COUPLINGS

A. Flanges for Pipe Over 2 Inches: 1. Ferrous Piping: 150 psig forged steel, slip-on. 2. Gaskets: 1/16 inch thick preformed neoprene.

B. Mechanical Couplings for Grooved and Shouldered Joints: Two or more curved housing segments with continuous key to engage pipe groove, circular C-profile gasket, and bolts to secure and compress gasket. 1. Dimensions and Testing: In accordance with AWWA C606. 2. Housing Material: Malleable iron or ductile iron, galvanized. 3. Bolts and Nuts: Hot dipped galvanized or zinc-electroplated steel. 4. When pipe is field grooved, provide coupling manufacturer's grooving tools.

2.05 VALVES, BURIED

A. Resilient seated gate valves shall be used for sizes 4 to 12 inches, and butterfly valves for sizes 14 inches and larger, unless shown differently on the plans. Prior to factory valve assembly, all internal and external ferrous metal surfaces shall be coated with a fusion bonded epoxy. Coating shall conform to AWWA Standard C550, and shall be ANSI/NSF Standard 61 certified. Field repair of epoxy lining is not permitted. Valves shall have mechanical joint ends.

B. GATE VALVES 1. Manufacturers:

a. ACIPCO; Model 2500: www.acipco.com/afc. b. Clow Valve Company; Model 2639: www.clowvalve.com. c. M&H Valve Company; Model C509: www.mh-valve.com.

2. General: a. AWWA C509, resilient seated, ductile-iron body and bonnet, non-rising bronze stem, 200-psi

working pressure, 2-inch square operating nut which shall turn counter clockwise.


Phase 2


221115 - 8

C. BUTTERFLY VALVES

1. Manufacturers: a. Clow Valve Company: Model 4500: www.clowvalve.com. b. M&H Valve Company: Model 4500: www.mh-valve.com.

2. Body: Ductile iron to ASTM A536 with lug ends, extended neck. 3. Pressure Rating: Bubble tight shutoff with maximum allowable working pressure of 200 psi. 4. Stem: Stainless Steel 5. Seat: EPDM. 6. Disc: Cast iron to ASTM A126 or ASTM A276 type 304 Stainless steel. 7. Operator: Traveling nut type, sealed, gasketed and lubricated.

D. VALVE BOXES: 1. Manufacturers:

a. ACIPCO: www.acipco.com/afc. b. Substitutions: See Section 01 60 00 - Product Requirements.

2. General: a. Cast-iron box having top section and cover with lettering "HOT WATER SUPPLY," and "HOT

WATER RETURN," or "CHILLED WATER SUPPLY," and "CHILLED WATER RETURN" bottom section with base of size to fit over valve and barrel approximately 5-1/4 inches in diameter, and screw adjustable cast-iron extension of length required for depth of bury of valve.

b. Provide a steel tee-handle operating wrench with each valve box. Wrench shall have tee handle with one pointed end, stem of length to operate valve, and socket fitting valve operating nut.

PART 3 EXECUTION

3.01 PREPARATION

A. Ream pipe and tube ends. Remove burrs. Bevel plain end ferrous pipe. 1. Prepare pipe for grooved mechanical joints as required by coupling manufacturer. 2. Remove scale and dirt on inside and outside before assembly. 3. Keep open ends of pipe free from scale and dirt. Protect open ends with temporary plugs or

caps. 4. After completion, fill, clean, and treat systems.

3.02 INSTALLATION, BURIED PIPING

A. General: 1. All pipes, fittings, and accessories shall be installed in accordance with manufacturer's

recommendations. A factory trained field service instructor shall be present during the critical stages of the installation and testing.

2. Support and protect underground piping so that it remains in place without settling and without damage during and from backfilling.

3. Hydrostatic tests for all piping except HDPE of 150 psig shall be required for a period of 4 hours. No leakage shall be allowed.

4. Wherever, in the opinion of the Architect/Engineer, ground is unsuitable to support piping, install foundations of concrete, brick piers, or cradles under piping as directed.

5. Install pipe at the alignment and grade shown on the drawings.

B. Restrained Ductile Iron Pipe: 1. With the piping spigot in reasonably straight alignment and centered within the joint flex-ring,

insert the spigot until it contacts the back of the socket. Piping joints shall then be pre-extended prior to hydrostatic testing. This may be accomplished by pulling or jacking the spigot away from


Phase 2


221115 - 9

the socket until firm resistance is encountered. This should allow for approximately one inch of free axial movement at each joint.

C. HDPE Pipe: 1. General: When delivered, a receiving inspection shall be performed and any shipping damage

shall be reported to the manufacturer. Installation shall be in accordance with ASTM D 2774, manufacturer's recommendations and this specification. HDPE piping stored on site shall be kept out of direct sunlight. Allow HDPE pipe to acclimate to outside conditions a minimum of 12 hours prior to installation.

2. Large Diameter Fabricated Fittings: Not more than one plain-end connection of 16" and larger fabricated directional fittings (elbows, tees, etc.) shall be butt fused to the end of a pipe length before placing the assembly into the trench. The remaining fitting connections shall be made in the trench using butt fusion, flange or other connection means in accordance with H.3. Flange and other mechanical connections shall be assembled, and tightened in accordance with the connection manufacturer's instructions and H.3. Handling, lifting, moving or lowering a 16" or larger fabricated fitting that is connected to more than one pipe length is prohibited. The installing contractor at his expense shall correct fitting damage caused by such improper handling.

3. Mechanical Joint & Flange Installation: Mechanical joint and flange connections shall be installed in accordance with the manufacturer's recommended procedure. MJ Adapters and flanges shall be centered and aligned to the mating component before assembling and tightening bolts. In no case shall MJ gland or flange bolts be used to draw the connection into alignment. Bolt threads shall be lubricated, and flat washers should be used under the nuts. Bolts shall be evenly tightened according to the tightening pattern and torque step recommendations of the manufacturer. At least 1 hour after initial assembly, flange connections shall be re-tightened following the tightening pattern and torque step recommendations of the manufacturer. The final tightening torque shall be as recommended by the manufacturer.

4. Pipe Handling: When lifting with slings, only wide fabric choker slings capable of safely carrying the load shall be used to lift, move, or lower pipe and fittings. Wire rope and chain are prohibited. Slings shall be of sufficient capacity for the load, and shall be inspected before use. Worn or damaged equipment shall not be used.

5. Protection against shear and bending loads: In accordance with ASTM D 2774, connections shall be protected where an underground HDPE branch or service pipe is joined to a branch fitting such as a service saddle, branch saddle or tapping tee on a main pipe, and where pipes enter or exit casings or walls. The area surrounding the connection shall be embedded in properly placed, compacted backfill, preferably in combination with a protective sleeve or other mechanical structural support to protect the HDPE pipe against shear and bending loads.

6. Heat Fusion Joining: Joints between plain end pipes and fittings shall be made by butt fusion, and joints between the main and saddle branch fittings shall be saddle fusion using only procedures that are recommended by the pipe and fitting manufacturer. The contractor shall ensure that persons making heat fusion joints have received training in the manufacturer's recommended procedure. The contractor shall maintain records of trained personnel, and shall certify that training was received not more than 12 months before commencing construction. External and internal beads shall not be removed.

7. Joining by Other Means: HDPE pipe and fittings may be joined together or to other materials by means of (a) flanged connections (flange adapters and back up rings), (b) mechanical couplings designed for joining HDPE pipe or for joining HDPE pipe to another material, (c) MJ adapters or (d) electrofusion. When joining by other means, the installation instructions of the joining device manufacturer shall be observed. Always allow HDPE to sit for a minimum of 12 hours prior to connecting to materials other than HDPE.

8. ID Stiffener and Restraint: A stiffener shall be installed in the bore of the HDPE pipe when an OD compression mechanical coupling is used and when connecting plain end HDPE pipe to a


Phase 2


221115 - 10

mechanical joint pipe, fitting or appurtenance. External clamp and tie rod restraint shall be installed where HDPE pipe is connected to the socket of a mechanical joint pipe, fitting or appurtenance except where an MJ adapter is used.

9. Branch Connections: Branch connections to the main shall be made with saddle fittings or tees. HDPE saddle fittings shall be saddle fused to the main pipe per H.1 (Heat Fusion Joining).

10. Tracer Wire: Tracer wire shall be a 12 AWG THWN copper conductor with a polyvinyl chloride (PVC) insulation, over which a nylon jacket is applied and rated for 600 Volts. Insulation and jacket shall be RoHS compliant and utilize virgin grade material. Insulation color shall meet APWA color code standard for identification of buried utilities. Tracer wire shall be brought into a building or vault junction box and labeled. Tracer wire shall be affixed to outside of pipe to resist backfill.

11. HDPE pipe may be joined directly to ductile iron fittings by the use of mechanical joint restraint as specified herein. Stainless steel insert pipe stiffeners shall be used with all such connections.

12. HDPE pipe flange joints shall be made using a flange adapter, which is fused to the HDPE pipe. Stainless steel backup ring shall be fitted behind the flange adapter sealing surface for bolting to the mating flange. Backup rings shall be AWWA C207 class D for 160 psi.

13. A locate wire shall be laid with the HDPE pipe to facilitate future locating of the HDPE pipe. 14. Hydrostatic tests for HDPE piping shall be performed as follows:

a. Pressurize pipe to 132 psig and allow to sit for one hour. b. Pressurize pipe to 132 psig again and allow to sit for one hour. c. Pressurize pipe to 132 psig and pipe shall hold pressure for at least 4 hours. d. No leakage shall be allowed.

15. Testing Fusion Quality: The Contractor shall ensure the field set-up and operation of the fusion equipment, and the fusion procedure used by the contractor's fusion operator while on site. Every day pipe is being installed, the contractor shall verify field fusion quality by making and testing a trial fusion. The trial fusion shall be allowed to cool completely; then test straps shall be cut out and bent strap tested in accordance with ASTM D 2657. If the bent strap test of the trial fusion fails at the joint, the field fusions represented by the trial fusion shall be rejected. At the contractor's expense, all necessary corrections to equipment, set-up, operation and fusion procedure shall be made and all rejected fusions shall be re-made.

D. Slope piping and arrange to drain at low points.

3.03 TRENCHING FOR BURIED PIPING

A. Trench Excavation: 1. Excavate trench to alignment and grade shown on the Drawings or as directed by the engineer. 2. The trench width at the surface may vary and depend upon the depth of the trench and the nature

of the excavated material encountered. However, it shall be of ample width to permit the pipe to be laid and jointed properly and the backfill to be placed and compacted properly.

3. Correct any part of the trench that is inadvertently excavated below grade with approved material compacted to 95 percent of maximum density.

4. Brace, shore or sheet and drain trench so that workmen may work safely. Comply with applicable State Regulations relating to industrial safety to a safe angle of repose. Angle of repose may be no less than that required by State Regulations or the requirements of the Occupational Safety and health Act (OSHA), whichever is more restrictive.

5. Segregate soils in the excavated material that are not suitable for trench backfill and dispose of in a suitable site selected by the contractor. Dispose of other excess excavated material in a suitable site selected by the contractor and in accordance with Federal, State and Local laws.

6. Dewater the trench as necessary to excavate the trench and install the pipe and structures. 7. Excavate to a sufficient depth to insure adequate foundation when the bottom of the trench is soft

or where in the opinion of the Engineer unsatisfactory foundation conditions exist. Bring


Phase 2


221115 - 11

excavation up to pipe grade with thoroughly compacted granular materials. 8. Provide temporary support, remove, relocate or reconstruct existing utilities located within the

trench excavation as necessary. Utility Owner shall designate the method employed. Use particular care and provide compacted fill or other stable support for utility crossings to prevent detrimental displacement, rupture, or failure.

B. Backfill in the Pipe Zone: 1. Backfill within the pipe zone according to the Drawings, specification section 23 07 19 and the

Design and Installation Manual of the loose fill insulation manufacturer. Compact the loose fill insulation to the manufactures recommended density.

C. Backfill above Pipe Zone:

1. Backfill beneath Paved Areas: a. Fill up to subgrade elevation b. Place backfill materials in uniform depth layers not to exceed 6 inches before compaction.

Acceptably complete the compaction of each layer before placing material for the succeeding layer.

c. Mechanically compact each lift of the upper 3 feet of the trench to a Standard Proctor Density of 95 percent.

d. Mechanically compact each lift under the upper 3 feet of the trench to a Standard Proctor Density of 95 percent.

e. Refer to section 31 23 16.13 3.06.E and backfill and compaction schedule on the drawings for special considerations for backfill and compaction of utility trenches along west project boundary.

2. Backfill beneath Un-Paved Areas: a. Backfill with Suitable Excavated Materials.

1) Suitable soils for use as backfill include ASTM D 2487 Soil Classification Groups GW, GP, GM, SW, SP and SM, or a combination of these groups; free of rock or gravel larger than 2 inches in any dimension, debris, waste, frozen materials, vegetation, and other deleterious matter.

2) Unsuitable Soils for use as backfill include ASTM D 2487 Soil Classification Groups GC, SC, CL, ML, OL, CH, MH, OH, and PT according to ASTM D 2487, or a combination of these groups.

b. Fill up to subgrade elevation. c. Place backfill materials in uniform depth layers not to exceed 8 inches before compaction.

Acceptably complete the compaction of each layer before placing material for the succeeding layer.

d. Mechanically compact each lift of the upper 3 feet of the trench to a Standard Proctor Density of 90 percent.

e. Mechanically compact each lift under the upper 3 feet of the trench to a Standard Proctor Density of 95 percent.

f. Refer to section 31 23 16.13 3.06.E and backfill and compaction schedule on the drawings for special considerations for backfill and compaction of utility trenches along West project boundary.

3. Density tests on the backfill materials will be as directed by the engineer. The Contractor will recompact all areas represented by failed density tests.

3.04 PIPE CLEARANCES AND CONFLICTS

A. Provide clearance between hydronic pipes and water main and sewers as follows: 1. Maintain 10 foot horizontal separation between pipes. 2. Maintain 18 inch vertical separation between pipes.


Phase 2


221115 - 12

3. No pipes crossing the hydronic piping shall penetrate the loose fill insulation. Offset the hydronic piping as necessary to avoid this condition.

END OF SECTION 22 11 15

CATCH BASINRIM = 934.92S. (10" RCP w/DI 90° bend)Top of bend = 932.03Bot of bend = 930.94

APPROX. LOCATIONOF JUNCTION BOX

ELEC MH #E-11RIM = 934.63

935.80

935.50

935.69

935.66

935.42

935.00

934.80

M.E.G.

TW=939.20

2%

2%

939

938

937

9

3

6

9

3

5

935.00

934.80

9

3

5

101

102

303

302

103

301

305

304

Drawing GC-101A: Partial Sheet GC-101

Project: STUDEBAKER EAST PHASE 2

BALL STATE UNIVERSITY, MUNCIE, IN

BSU Project No.: 2010-019.01 SE

SAI Project No.: 2010-004.SAR

REA Project No.: 101162

Addendum #1 - November 15, 2010

LAND PLANNING + URBAN DESIGN + LANDSCAPE ARCHITECTUREoffices in Indianapolis, IN | Louisville, KY315 South Jefferson St., Muncie, IN 47305 [765] 747.9737RUNDELL ERNSTBERGER ASSOCIATES, LLC

NORTH SCALE: 1" = 20'

0' 10' 20' 40'

1162 CG-101.dwg

STORM INLETRIM = 934.04

E. (15" VCP) Inv = 929.08W. (15" VCP) Inv = 929.07

SAN. SEWER MANHOLERIM = 934.81NE (10" VCP) Inv = 924.56SW (12" VCP) Inv = 924.54

935.44

935.50

TC=935.24

FL=934.74

935.42

TC=935.36

FL=934.86

FL=934.80

FL=934.62

TC=934.84

FL=934.34

FL=933.91

TC=934.77

FL=934.27

2%

M.E.G.

ADJUST RIM

TO 933.75

M.E.G.

933.96

935.41

935.56

934.99

935.36

TC=935.02

FL=934.52

TC=934.62

FL=934.12

M.E.G.

FL=933.85

TC=934.00

FL=933.50

9

3

5

9

3

4

934.46

TC=934.41

FL=933.91

935.442%

2%

2%

M.E.G. M.E.G.

M.E.G.

2%

933

LP=932.25

LP=932.25

9

3

5

934.00

TAPER CURB OVER 6'

933.80

HP=933.95

2%

FLU

SH

TC=934.20

FL=933.70

2%

R

ID

G

E

TAPER CURB OVER 6'

303

201

202

301

Drawing GC-101B: Partial Sheet GC-101

1162 CG-101.dwg







LAND PLANNING + URBAN DESIGN + LANDSCAPE ARCHITECTUREoffices in Indianapolis, IN | Louisville, KY315 South Jefferson St., Muncie, IN 47305 [765] 747.9737RUNDELL ERNSTBERGER ASSOCIATES, LLC

NORTH SCALE: 1" = 20'

0' 10' 20' 40'







LAND PLANNING + URBAN DESIGN + LANDSCAPE ARCHITECTUREoffices in Indianapolis, IN | Louisville, KY315 South Jefferson St., Muncie, IN 47305 [765] 747.9737RUNDELL ERNSTBERGER ASSOCIATES, LLC 1162 CG-101.dwg

Drawing GC-101C: Partial Sheet GC-101 (reduced)

STORM SEWER NETWORK DATA TABLE

STRUCTURE

(NUMBER)

TYPE

(DETAIL)

CASTING

TF

(ELEV.)

PIPE

LENGTH

(LF)

SIZE

(IN.)

MATERIAL

INVERT

1

INVERT

2

INVERT

3

INVERT

4 NOTES

101 --- EXISTING

RESET TO

934.95

--- --- ---

EX. 929.08

(E)

EX. 929.07

(W)

929.58 (N)

--- CORE AND CONNECT 10" PIPE FROM NORTH

102 MANHOLE

NEENAH R2540 OR

EAST JORDAN EJ1020/M1

935.00 14 LF 10" HDPE

929.76 (S) 929.86 (N) 931.30 (W)

---

103 MANHOLE

NEENAH R2540 OR


934.98 64 LF 8" HDPE

929.66 (S) 930.66 (E) 930.76 (W)

---

104

DRAIN

BASIN

12" STANDARD H-25 934.60 19 LF 8" HDPE

930.98 (SE)

931.08

(NW)

--- ---

105

DRAIN

BASIN

15" LIGHT DUTY BRONZE 934.87 21 LF 6" HDPE

931.35 (SE) 931.45 (S)

--- ---

106

DRAIN

BASIN


931.74 (N) 931.84 (S)

--- ---

107

DRAIN

BASIN


932.14 (N)

--- --- ---

201 MANHOLE

NEENAH R2540 OR


934.40 --- --- ---

EX. (NW) EX. (E) 930.36 (S)

---

SET OVER EXISTING 12" VCP. MATCH

EXISTING INVERTS.

202

DRAIN

BASIN

15" STANDARD H-25 933.50 7 LF 8" PVC

930.50 (N)

--- --- --- WATER QUALITY BASIN OUTLET STRUCTURE

301 MANHOLE

NEENAH R2540 OR


934.70 35 LF 12" HDPE

SET OVER EXISTING 12" VCP. MATCH

EXISTING INVERTS.

302

DRAIN

BASIN

12" STANDARD H-25 936.45 --- --- ---

933.35

(SW)

933.39 (W) 933.39 (N)

--- CONNECT ROOF DRAINAGE

303

DRAIN

BASIN


933.65 (E)

--- --- ---

304

ROOF

DRAIN

NEENAH R-4929-A5 BOOT 939.51 45 LF 6" HDPE 935.01 SET TOP OF BOOT FLUSH W/ FINISH GRADE

305

ROOF

DRAIN

NEENAH R-4929-A5 BOOT 939.51 13 LF 6" HDPE 935.01

934.83

(BLIND CONNECTION)

SET TOP OF BOOT FLUSH W/ FINISH GRADE

401 --- EXISTING EX. 938.07

UPSTREAM

115 LF

4" HDPE

EX. 930.62

(NW)

EX. 931.27

(NE)

EX. 931.42

(S)

934.07 (N)

CONNECTION TO FIRE VAULT SUMP.

ROUTING IS APPROXIMATE.

402

DRAIN

BASIN

12" STANDARD H-25 936.85 --- --- ---

EX.

(N)

933.56 (SE)

933.56

(S)

---

CONNECT EXISTING EXISTING 8" D.I.P. TO

NORTH (VERIFY INVERT)

403 TRENCH REFER TO DETAIL2/CG-101 935.46 20 LF 8" HDPE

933.96

(NW)

--- --- ---

404

ROOF

DRAIN

NEENAH R-4929-A5 BOOT 939.51 39 LF 6" HDPE

933.95

(N)

SET TOP OF BOOT FLUSH W/ FINISH GRADE

501 --- EXISTING

EXISTING

934.61

EX.

(N)

931.50

(NE)

--- ---

CORE AND CONNECT 8" FROM STRUCTURE

#502

502 MANHOLE

NEENAH R2540 OR


935.75 27 LF 8" HDPE

931.90

(SW)

932.00

(NW)

932.00

(E)

CONNECT TO ROOF DRAIN LEADER WITH 32

LF OF 6" HDPE PIPE

503

DRAIN

BASIN


932.46

(N)

932.36

(SE)

504

DRAIN

BASIN


932.80

(S)

E12

E12

E12A

E12A

E13

E13

EA1'

EB'

1

A1-12/S-401

A1

AA

AB

12' - 4"

12' - 6"

5' - 11"

HSS

3X3X

1/4

F7.0

0' - 0 7/8"1' - 10"

0' - 3"

Dra

win

g #

:

Date

:P

roje

ct #:

Re

vis

ion

1

A1-1

/SF

100

11/1

5/1

0

2010-0

19.0

1 S

E

#R

ev

isio

n D

ate

1R

evis

ion 1

Da

te 1

AD

DE

ND

UM

# 1

ENGINEERED FILL

EXISTING CONC. WALL

4" CONC. SLAB w/ WWF

EXISTING CONC. WALL

EXISTING SLAB

1/4" ISOLATION JOINT 1/4" ISOLATION JOINT

Dra

win

g #

:

Date

:P

roje

ct #:

A1-1

2/S

-401

11/1

5/1

0

2010-0

19.0

1 S

E 3/4" = 1'-0"1SECTION 12/S-401

#R

ev

isio

n D

ate

SEE PLAN

1'-4" CONC. WALL w/ #6 BARS AT10" o.c., BOTH FACES, BOTHVERT. & HORIZ. DIRECTIONS

REF. SITE DWGS.FOR SITE PAVING

REVOLVING DOOR PER ARCH. DWGS.

6" CONC. SLAB ON METAL DECK w/ WWF

4" CONC. SLAB w/ WWF

2' -

6"

0' - 8"

SLAB TURN-DOWNw/ (2) #5 CONT.

VARIES

#5 @ 12" o.c. x 16" LONG

COMPACTED FILL

Dra

win

g #

:

Date

:P

roje

ct #:

A1-6

/S-4

03

11/1

5/1

0

2010-0

19.0

1 S

E

#R

ev

isio

n D

ate

3/4" = 1'-0"1REVISED SECTION 6/S-403

Dra

win

g #

:

Date

:P

roje

ct #:

2010-0

19.0

1 S

E

#R

ev

isio

n D

ate

A1-9

/S-4

03

11/1

5/1

0

Ad

de

nd

um

# 1

DN

DNUP

DN

DN

UP

DN

DN

DN

DN

UP

UP

DN

A-200

1C

A-200

1D

A-201

5A

A-2016C

A-2033C

A-203

1A

A-203

5A

A-2022C

A-2012A

A-202

3C

TECHNOLOGY CENTER

106

STAIR 2

2

VENDING

103V

WOMEN

105W MEN

107MTEAMING

111

TEAMING

113 OFFICE

117OFFICE

119

MULTI-PURPOSE

120M

ELEV

100S

STAIR 1

1

LOBBY

112L

PRE-FUNCTION

110PELEV LOBBY

100D

FRONT DESK

114

MAIL

116M RECEIVING

126 LAUNDRY

128

DIR APT

136

ASST DIR APT

135

FITNESS CENTER

129F

CRAFTS

123

LOUNGE

121L

STAIR 3

3

BATH

136B1

BED

136A1

CL

136C3

BATH

136B2

BED

136A2

CL

136C1

CL

135C2

BED

135A1

CL

135C1

BATH

135B1

STOR

122S

CORRIDOR

100

CORRIDOR

124

PASSAGE

100E

ELEV

100P

W/D

135L

W/D

136L

4A

1A

3C

2C

1A

A-301

1A

A-301

3A

A-301

3A

A-301

1C

A-301

1C

A-301

3

A-302

1A

A-304

1A

A-304

3A

AD312-P1

1-290 MIN F1BA

116MF1A10

0 F1A105WF1A

107MF1A103V F1B 136F1A

136A2F1A

113 F1A

117 F1B

114.1F1A

135F1A

123CF1B 1

25MF1A 129FF1C112LF1B

135LF1L135C2--K

100

D F1AA

1-190 MIN F1A 1

20MF1A122F1A

126F1BA

135A1F1A135

B1F1A

136

B2F1A

136

A1F1A 1

36B

1F1A128.1F1A100EF1B

2

A-302

2

A-302

2

A-303

5A

A-301

5A

A-301

SF1

111 W

CW3

CW2

CW1

CW1

CW1

CW1CW1

A-5023E

A-5013D

A-5033D

A-5011B

A-5011A

CW1

CW4

CW2 100X

W

CW5

CW5CW1

CW1

CW1

CW1

CW1

CW9

A-5015B

A-5035D

A-5025A

A-5031A

A-5021A

A-5041A

A-431

4C

A-431

4A

1C

1A

1

A-302

135

C1--K

129F.1F1A

120

S F1A

136LF1L136C2F1A 136

P--K136C1F1A

CW15WW120M

.1

A-4131A

A-4006D

1

A-303

CW1

CW25

CW9

CW5

CW1

CW1

CW1

CW1

CW1

CW1

CW6

1A

A-301

Sim

1A

A-301

Sim

3A

A-301

Sim

3A

A-301

Sim

4A

A-315 1A

A-316

1A

A-320

1C

A-304

1A

A-321

WORKROOM

115

1-3

XF1A

CW4

CW4

4A

A-304

A-430

1

A-430

2

1-2

X F1A

115 F1B

CW10

1A

A-319

A-5013B

A-5013A

A-5025E

A-5025C

A-5024A

A-5035A

A-5021E

A-5015A

A-5031C

CW19WW120M.2

CW2 100X

WCL

136C2

A/V STOR

120S

A-5013B

Sim

A

A

C

E

E

1

4

E1

E1

E1A

E1A

E2

E2

E3

E4

7

E6

E8

E10

E10

E11

E11

E12

E12

E12AE13

E13

EA'

EA1'

EB'

EC'

EA

EA1

EB

F

E7

8

6

9

B

B

5

E5

G

23

H

119 F1B

16

16

44

44

31

31

24

40

2

34

34CW11110P.1W

A-5021C

A-5015D

A-5011D

A-5023C

ALCOVE

120A

A-4211B

A-4221B

A-4231B

A-4261A

A-4252B

I-404

SF1

J

124F1BA

106 F1C

128F1C

14

14

39

39

39

39

39

5

5

5

5

38

17

17

17

17

29

29

30

30

21

22

41

23

26

47

44

44

4245

43

114.2F1A

CW16

CW20

CW12110P.2W110P.3--R

128.2F1A

17

TYP.

CW1

CW18

A-5046C

1717

38

38

38

38

38

38

38

3838

38

38

38 38 38

38

38

38

4

L4

3

3

L3

L3

L3

L3

L3

28

32

35

9

9

8

9

8

8

8

8

8

48

49

MUSIC

125

2E

A-424

19

19

19

1919

19

42

50

50

REF. 1A / A-440

10"

5C

AD101

4B

AD100

14

1B/A-4231B

2E

2E/A-424

1'-11"

2

A. Elevation: Base elevation is 0'-0" = 939.53' (United States Geological Survey data);reference Site Drawings.

B. Dimensions: For general dimensions, reference Dimension Plans.C. Annotation: For wall and fenestration tags not indicated on upper floors, reference

AF101.D. Materials: Reference Material Legend on A-001 for material designations.E. Floor Alignment: Where new floors meet existing floors, a smooth, straight, and flush

transition shall be constructed. Verify in field existing floor elevations and conditionswhere a new floor shall be constructed adjacent to existing. Trim and patch existing flooras required to achieve desired transition. Provide hydraulic cement underlayment asrequired.

F. Typical Wall Construction: all interior walls are Type "S4-D", unless indicated otherwise.G. Load-Bearing Walls: Reference Structural Drawings for walls indicated to be load-

bearing, including size, spacing and gauge.H. Floor Penetrations: Reference Mechanical, Plumbing, Electrical and Technology

Drawings for items penetrating new and existing floor slabs. Reference StructuralDrawings for requirements on cutting and supporting floor penetrations; all penetrationsrequired may not be indicated on these Drawings. Provide penetration firestopping at allfloor penetrations.

I. Blocking: Provide bracing and blocking as required in walls supporting specialties,equipment and casework.

J. Firestopping: all openings through fire-rated floors and walls for Mechanical, Plumbing,Fire Protection, Electrical and Technology Work shall be firestopped at each penetrationreference Life Safety Plans for fire rating requirements.

K. Joints: seal all joints between dissimilar materials.L. GWB: all gypsum wallboard (GWB) is 5/8" Type "X" unless indicated otherwise.M. Floor Prep: Contractor shall mechanically prepare existing concrete floor as required for

installation of new floor finishes.N. Extra Access Panels: Contractor shall provide (50) 16"X16" metal access panels,

including Hardware Set #85, in addition to those indicated, to be installed at locations asdirected by the Architect. These access panels shall be installed after walls and ceilingsare complete; all cutting and patching of interior walls shall be included in the Bid.

GENERAL FLOOR PLAN NOTES

123456

A

B

C

D

E

123456

A

B

C

D

E

These Drawings and Specifications, and all copies thereof are and shallremain the property and copyright of the Architect. They shall be usedonly with respect to this Project and are not to be used on any otherProject or Work without prior written permission from the Architect.

SAI Project No.

Project Date

Produced

BSU Project No. 2010-019.01 SE

KEY PLAN

RE

NO

VA

TIO

N

ADDITION

FIRST FLOOR PLAN

AF101


Studebaker East -Phase 2, Additions &

Renovations

2010-004.SAR

11.03.2010

RB EV

1/8" = 1'-0"1A

FIRST FLOOR PLAN

5.4.110 - FLOOR PLAN NOTES

1 05 50 00 - METAL LADDER

2 05 51 00 - ARCHITECTURAL CLASS METAL STAIR

3 05 52 13 - METAL PIPE RAILING IN EXISTING CONCRETE CURB, REFERENCE SITEDRAWINGS FOR TYPICAL EXTERIOR RAILING DETAILS

4 05 53 00 - METAL GRATING

5 05 75 00 - DECORATIVE FORMED METAL COLUMN WRAP

6 05 73 00 - DECORATIVE METAL RAILING

7 06 10 53 - PLYWOOD BACKING PANELS

8 06 40 23 - FLUSH WOOD PANELS ON COLUMN

9 06 40 23 - FLUSH WOOD PANELS ON WALL

10 06 40 23 - SOLID PHENOLIC COMPOSITE WALL PANEL SYSTEM SPCP-3 (RUST)

11 06 40 23 - SOLID PHENOLIC COMPOSITE WALL PANEL SYSTEM SPCP-1 (NEUTRAL)

12 06 40 23 - SOLID PHENOLIC COMPOSITE WALL PANEL SYSTEM SPCP-2 (RUSTICBROWN) - ALTERNATE

13 06 40 23 - SOLID PHENOLIC COMPOSITE WALL PANEL SYSTEM SPCP-1 (NEUTRAL) -ALTERNATE

14 07 71 00 - METAL DOWNSPOUT INTO DOWNSPOUT BOOT, REFERENCE SITEDRAWINGS

15 07 81 00 - STEEL TUBE COLUMN WITH SPRAY APPLIED FILM INTUMESCENT MASTICFIREPROOFING, PAINTED

16 07 95 00 - WALL EXPANSION JOINT COVER, EXTERIOR

17 07 95 00 - WALL EXPANSION JOINT COVER, INTERIOR

18 07 95 00 - FLOOR EXPANSION JOINT COVER

19 08 31 13 - ACCESS PANEL W/ HARDWARE SET #85; COORDINATE LOCATION WITHDIVISIONS 08, 11, 12, 22, 23, 26 & 27

20 08 44 13 - LIGHT SHELF INTEGRAL W/ GLAZED ALUMINUM CURTAIN WALL

21 08 63 00 - ENTRANCE CANOPY ABOVE/BELOW

22 08 81 13 - DECORATIVE GLASS GLAZING ART PANELS, REFERENCE ELEVATION

23 08 83 00 - MIRROR

24 08 90 00 - LOUVER, REFERENCE ELEVATIONS

25 09 26 13 - GYPSUM VENEER PLASTER OVER ABUSE-RESISTANT BASE PANELS -BASE BID

26 09 84 13 - FIXED SOUND ABSORPTIVE PANELS

27 10 51 13 - METAL LOCKERS ON CONCRETE BASE

28 10 55 00 - POSTAL SPECIALTIES, REFERENCE INTERIORS DRAWINGS

29 10 71 13.99 - EXTERIOR SUN CONTROL DEVICE STRUCTURE, AESS; REFERENCESTRUCTURAL DRAWINGS FOR FOUNDATIONS

30 10 71 13.99 - EXTERIOR SUN CONTROL DEVICE ABOVE/BELOW

31 11 31 00 - RESIDENTIAL APPLIANCE

32 12 24 13 - (5) ROLLER SHADE CONTROL PANEL(S) FOR MULTI-PURPOSE;COORDINATE PANEL LOCATION(S) & CONTROLS W/ OWNER

33 12 24 13 - (2) ROLLER SHADE CONTROL PANEL(S) FOR LOUNGE ROLLER SHADEALTERNATE; COORDINATE PANEL LOCATION(S) W/ OWNER

34 14 21 00 - ELECTRIC TRACTION ELEVATOR

35 14 21 00 - MODERNIZE EXISTING ELECTRIC TRACTION ELEVATOR, REFERENCEPROJECT MANUAL FOR REQUIREMENTS

36 REFERENCE AR100 FOR ROOF PLAN

37 SAFETY SHOWER/EYEWASH, REFERENCE PLUMBING DRAWINGS

38 METAL FLOOR GRILLE, REFERENCE MECHANICAL DRAWINGS

39 FIN TUBE RADIATION, REFERENCE MECHANICAL DRAWINGS

40 ANNUNCIATOR PANEL, REFERENCE ELECTRICAL DRAWINGS

41 ICE MACHINE PROVODED BY OWNER

42 KEY CONTROL BOX PROVIDED BY OWNER

43 KNOX BOX FURNISHED BY OWNER, INSTALLED BY CONTRACTOR

44 LAUNDRY EQUIPMENT PROVIDED BY OWNER.

45 TIME CLOCK PROVIDED BY OWNER

46 TRASH/RECYCLING BINS PROVIDED BY OWNER

47 VENDING MACHINES PROVIDED BY OWNER.

48 HUMIDITY-CONTROLLED AND/OR PRESSURIZED ROOM; SEAL ALL PENETRATIONSAND ALL FLOOR-TO-WALL, WALL-TO-WALL AND WALL-TO-CEILING JOINTS

49 ACOUSTICAL ISOLATION ROOM; SEAL ALL PENETRATIONS AND ALLFLOOR-TO-WALL, WALL-TO-WALL AND WALL-TO-CEILING JOINTS WITH ACOUSTICALSEALANT

50 06 40 23 - 1/2" SOLID SURFACE WALL PANEL W/ WELDED SEAMS, FLOOR TO CEILING

N

# Revision Date

2 ADDENDUM #1 11/15/10

02 41 19.A1EXISTING CONSTRUCTION.VIF.

09 29 00.K1 REVEAL

09 23 00.B1GYPSUM PLASTER ON METALLATH

09 22 16.C4INT STEEL STUD FRAMING,1-5/8" @ 16" O.C.

05 52 13.D1ALUMINUM PIPE AND TUBERAILING

09 29 00.K1 REVEAL

09 23 00.B1GYPSUM PLASTER ON METALLATH


2

Drawing #:Date:Project #:

ADDENDUM #1

2E/A-42111/12/10

2010-004.SAR

1 1/2" = 1'-0"2E

GYP PLASTER LATH DETAIL @ EXISTING STAIRS, TYP._ADD#1

# Revision Date

2 ADDENDUM #1 11/15/10

UP

UP6A

A-423

5A

A-423

2E

A-424

4'-7 1/2"

8 TREADS @ 11" EACH

7'-4"5'-6 1/2"

10"

M4-D

M4-D


09 26 13.A1 GYPSUM VENEER PLASTERING

+/- 17'-6" V.I.F.

STAIR 1

1

1'-0"

1'-0"


8 TEADS @ 11" EACH

7'-4"

4'-9"

4'-9"

+/-

10'-4"

V.I.F

.


05 51 00.B1PREASSEMBLED STEELSTAIRS


08 11 13.A1DOOR & FRAME, REF DOORSCHEDULE

1'-11"1'-0"

2

1'-0"

2E

2E/A-424

Dra

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AD

DE

ND

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#1

1A

/A-4

23

11/1

1/ 1

0

2010

-004

.SA

R

#R

evis

ion

Date

2A

DD

EN

DU

M #

111

/15/1

0

1/4" = 1'-0"1A

BASEMENT LEVEL OF FIRE STAIR_ADD #1

UP

UP

DN6A

A-423

5A

A-423

2E

A-424

05 52 13.K1 PIPE AND TUBE SAFETY GATE

S2

.5-D

*

STAIR 1

1

7 TREADS @ 11" EACH

6'-5"

1'-0" 1'-0"

7 TREADS @ 11" EACH

6'-5" 5'-6 1/2"3'-4"1'-10"



+/- 17'-6" V.I.F.




4'-9

"4

'-9

"

+/-

10

'-4

" V

.I.F

.

2

1'-11"1'-0"


ADDENDUM #1

1B/A-42311/11/10

2010-004.SAR 1/4" = 1'-0"1B

FIRST FLOOR @ STAIR C_ADD #1

# Revision Date

2 ADDENDUM #1 11/15/10

DN

DNUP

6A

A-423

5A

A-423

5'-6 1/2"

7 TREADS @ 11" EACH

6'-5"

+/- 17'-6" V.I.F.

+/-

10

'-4

" V

.I.F

.

4'-9

"

4"

2'-11"

1'-0"


S2

.5-D

*


S2.5-D*2'-0"2'-11"

4'-9

"

1'-0" 1'-11"


7 TREADS @ 11" EACH

6'-5"




2


ADDENDUM #1

1C/A-42311/11/10

2010-004.SAR

1/4" = 1'-0"1C

TYPICAL FIRE STAIR_ADD-1

# Revision Date

2 ADDENDUM #1 11/15/10

UP

DNUP

7

7

6A

A-423

5A

A-423

05 52 13.K1 PIPE AND TUBE SAFETY GATE 5'-6 1/2"6'-5"

S2

.5-D

*

S2.5-D*

S2

.5-D

*

1'-11"1'-0"

2'-11"

1'-0"






+/- 17'-6" V.I.F.

4"

2'-11" 2'-0"

4'-9

"

+/-

10

'-4

" V

.I.F

.

7 TREADS @ 11" EACH

6'-5"


4'-9

"

2


ADDENDUM #1

3A/A-42311/11/10

2010-004.SAR

1/4" = 1'-0"3A

EIGHTH FLOOR FIRE STAIR_ADD #1

# Revision Date

2 ADDENDUM #1 11/15/10

DN

DN

6A

A-423

5A

A-423

10"

1'-0" 1'-11"

1'-0" 1'-0"

4'-0

"

3'-0"

+/- 17'-6" V.I.F.

5'-6 1/2"

7 TEADS @ 11" EACH

6'-5"

4'-9

"4

'-9

"

+/-

10

'-4

" V

.I.F

.

05 53 00.B1 GRATING




7 TREADS @ 11" EACH

6'-5"




2


ADDENDUM #1

3B/A-42311/11/10

2010-004.SAR

# Revision Date

2 ADDENDUM #1 11/15/10

1/4" = 1'-0"3B

PENTHOUSE @ STAIR C_ADD #1

DN

DN

6A

A-423

5A

A-423

10"

4'-0

"

3'-0"

05 53 00.B1 GRATING

1'-0" 1'-11"

1'-0"

7 TREADS @ 11" EACH

6'-5"

4'-9

"4

'-9

"

+/-

10

'-4

" V

.I.F

.

7 TREADS @ 11" EACH

6'-5"

+/- 17'-6" V.I.F.







5'-6 1/2"

2


ADDENDUM #1

3C/A-42311/11/10

2010-004.SAR

1/4" = 1'-0"3C

MACHINE LEVEL @ STAIR C_ADD #1

# Revision Date

2 ADDENDUM #1 11/15/10

PENTHOUSE69'-4"

2

A-424

3'-6"

3'-0"

3'-0"

1'-0"

1 1/2"

4'-10" 3'-0"

2'-6"

05 51 00.F2 STEEL GRATING TREAD


05 51 00.B3 STAIR FLIGHT STRINGER


07 51 13.F6 ROOF PAVERS




07 42 16.B4METAL WALL PANEL, CLOSURETRIM

2

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#1

1/A

-424

11/0

4/ 1

0

2010

-004

.SA

R

1/2" = 1'-0"1

ROOF ACCESS STAIR LONG SECTION_ADD #1

#R

evis

ion

Date

2A

DD

EN

DU

M #

111

/15/1

0

DN

E E

7

76

6

5

5

2A

A-424

2C

A-424

6'-0"

6 TREADS @ 11" EACH

5'-6"

7'-0

"

1'-0"

5'-0

"


03 30 00.C1CONCRETE STAIR, REFS-SERIES DWGS


2


ADDENDUM #1

1A/A-42411/09/10

2010-004.SAR

1/4" = 1'-0"1A

BASEMENT RAMP/STAIR_ADD #1

# Revision Date

2 ADDENDUM #1 11/15/10

2

A-424

1

A-424

4'-4"

3 T

RE

AD

S @

12

" E

AC

H

3'-0

"4

'-10

"1

'-0

"

1'-0

"




07 51 13.F6 ROOF PAVERS

2


ADDENDUM #1

1C/A-42411/03/10

2010-004.SAR

1/4" = 1'-0"1C

TYP. ROOF ACCESS STAIR_ADD #1

# Revision Date

2 ADDENDUM #1 11/15/10

E6E8

F

E7

G

H

4

A-424

3

A-424

4 T

RE

AD

S @

11

" E

AC

H

3'-8

"

5'-4"

3'-0

"

4'-4"


1'-0

"1

'-0

"


03 30 00.A8CONC CURB, REF S-SERIESDWGS

05 52 13.D1ALUMINUM PIPE AND TUBERAILING, REMOVABLE

3'-8 1/2"


2


ADDENDUM #1

1D/A-42411/09/10

2010-004.SAR

1/4" = 1'-0"1D

MECH. PENTHOUSE STAIR_ADD #1

# Revision Date

2 ADDENDUM #1 11/15/10

PENTHOUSE69'-4"

PENTHOUSE (+30")71'-10"

1

A-424

4'-4"

3'-6"

3'-0"



RT-C

2'-6"


A-323

4DSim

A-3236D

Sim


Dra

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AD

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#1

2/A

-424

11/0

4/ 1

0

2010

-004

.SA

R

1/2" = 1'-0"2

ROOF ACCESS STAIR SHORT SECTION_ADD #1

#R

evis

ion

Date

2A

DD

EN

DU

M #

111

/15/1

0

BASEMENT-10'-0"

BASEMENT FLOOR(NEW)

-14'-0"

76

7 R

ISE

RS

@ +

/- 6

7/8

" E

AC

H

4'-0"

03 30 00.A3CONC SLAB, REF S-SERIESDWGS

2C

A-424


03 30 00.C1CONCRETE STAIR, REFS-SERIES DWGS

3'-0"

1'-0"

6 TREADS @ 11" EACH

5'-6"

3'-6"

6'-0"

2

Dra

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#1

2A

/A-4

24

11/0

9/ 1

0

2010

-004

.SA

R

#R

evis

ion

Date

2A

DD

EN

DU

M #

111

/15/1

0

1/2" = 1'-0"2A

STAIR @ BASEMENT ADDITION_ADD #1

FIRST FLOOR0"

BASEMENT-10'-0"

S4-D*

3'-6"

3'-0"


05 51 00.B4CONRETE TREAD, 1-1/2", FILLIN FIELD



09 29 00.K1 REVEAL





09 26 13.B1GYPSUM VENEER PLASTEROVER GYPSUM BASE

2

09 29 00.K1 REVEAL

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#1

2E

/A-4

24

11/1

1/ 1

0

2010

-004

.SA

R

3/4" = 1'-0"2E

STAIR SECTION @ BASEMENT_ADD#1

#R

evis

ion

Date

2A

DD

EN

DU

M #

111

/15/1

0

PENTHOUSE69'-4"

PENTHOUSE (+30")71'-10"

F G H

4

A-424

1'-0"

3'-6

"

3'-0

"

4 TREADS @ 11" EACH

3'-8"

5 R

ISE

RS

@ 6

11

/16

" E

AC

H

2'-9

1/2

"

3'-6"


5'-4"


03 30 00.A8CONC CURB, REF S-SERIESDWGS

07 81 00.A2 SFRM, CONCEALED

09 29 00.B7 INT GWB, 5/8" TYPE X



2

4

4/A-424


ADDENDUM #1

3/A-42411/10/10

2010-004.SAR

1/2" = 1'-0"3

UPPER PENTHOUSE FLOOR STAIR LONG SECTION_ADD-1

# Revision Date

2 ADDENDUM #1 11/15/10

PENTHOUSE69'-4"

PENTHOUSE (+30")71'-10"

E6

3

A-424M8-D






05 51 00.A00 CLOSURE TRIM

, REMOVABLE

3'-6"

2

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4/A

-424

11/1

0/ 1

0

2010

-004

.SA

R

#R

evis

ion

Date

2A

DD

EN

DU

M #

111

/15/1

0

1/2" = 1'-0"4

UPPER PENTHOUSE FLOOR ACCESS STAIR SHORT SECTION_ADD #1

SIXTH FLOOR43'-4"

SEVENTH FLOOR52'-0"

7 8E5

5A

A-423

3'-0"


05 51 00.F3 PRECAST CONCRETE TREAD


8 R

ISE

RS

@ 6

1/2

" E

AC

H

4'-4"

8 R

ISE

RS

@ 6

1/2

" E

AC

H

4'-4"

05 51 00.A00 CONCRETE FILLED LANDING

S2.5-D*


05 51 00.A00FLOOR LANDING FRAMING,TYP.



3'-0"

7 TREADS @ 11" EACH

6'-5"

S2.5-D*




05 51 00.A00INTERMEDIATE LANDINGFRAMING, TYP.



08 41 13.B1ALUMINUM-FRAMEDSTOREFRONT , BEYOND


2

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4D

/A-4

24

11/1

5/ 1

0

2010

-004

.SA

R

#R

evis

ion

Date

2A

DD

EN

DU

M #

111

/15/1

0

1/2" = 1'-0"4D

TYP STAIR SECTION @ STAIR C_ADD#1

36' - 0"

29' -

4"

2' -

8"

24' -

0"

2' -

8"

G001 F2AA

1C

A-440

1' - 8" 0' - 8"

6' - 4" 25' - 8" 1' - 8"

36' - 0"

GENERATOR

G001A-440

5A

A-440

4A

A-4405B

A-440

4B

1C

A-440

Sim

1C

A-440

Sim

1C

A-440

Sim

2C

A-440

09 96 00.B1 HIGH-PERFORMANCE COATING

03 30 00.A3 CONC SLAB, REF S-SERIES DWGS

03 30 00.A5ISOLATION JOINT, REF S-SERIESDWGS

T.O. MASONRY 14' - 0"

03 30 00.A1 CONC FDTN, REF S-SERIES DWGS

03 30 00.A2 CONC FTG, REF S-SERIES DWGS

31 20 00.A1SLOPE GRADES AWAY FROMBUILDINGS, REF C-SERIES DWGS

04 20 00.O1FLASHING, EMBEDDEDTHROUGH-WALL W/ WEEPS

A-4404E

Sim

04 20 00.F1 FACE BRICK

07 27 13.B1SELF-ADHERING SHEET AIR/VAPORBARRIER

04 20 00.K4MASONRY ANCHORS @ 16" O.C.VERT.

04 20 00.B5 CMU, 12 IN

2C

A-440


07 71 00.B1 MANUFACTURED METAL COPING

04 20 00.Q2 JOINT MATERIAL, EXPANSION



04 20 00.Q2 JOINT MATERIAL, EXPANSION

1C

A-440




1C

A-440

Sim




1C

A-440

Sim



MASONRY RETAINING WALLREF. C-SERIES DRAWINGS


GENERATOR0' - 0"

A-4404D

A-4404E




04 20 00.B5 CMU, 12 IN


04 20 00.F3 FACE BRICK, LIPPED

04 20 00.O1FLASHING, EMBEDDEDTHROUGH-WALL W/ WEEPS


04 20 00.B9 CMU BOND BEAM

04 20 00.A2MASONRY LINTEL, REF S-SERIESDRAWINGS

07 92 00.B1 JOINT SEALANT W/ BACKER ROD

08 11 13.C3DOOR FRAME, STEEL, INFILL WITHGROUT

0' -

4"

0' - 2 1/2"


04 20 00.B5 CMU, 12 IN

06 10 53.B2 WOOD BLOCKING, 2X CONTINUOUS

04 20 00.B9 CMU BOND BEAM




0' -

7"



04 20 00.B5 CMU, 12 IN

123456

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These Drawings and Specifications, and all copies thereof are and shallremain the property and copyright of the Architect. They shall be usedonly with respect to this Project and are not to be used on any otherProject or Work without prior written permission from the Architect.

SAI Project No.

Project Date

Produced

BSU Project No. 2010-019.01 SE

KEY PLAN

RE

NO

VA

TIO

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ADDITION

ENLARGED VIEW -GENERATOR ENCLOSURE

A-440


Studebaker East -Phase 2, Additions &

Renovations

2010-004.SAR

11.03.2010

RB EAV

1/4" = 1'-0"1A

GENERATOR ENCLOSURE PLAN

3/4" = 1'-0"1C

WALL SECTION @ GENERATOR ENCLOSURE

# Revision Date

1 ADDENDUM #1 11/15/10

1/4" = 1'-0"4A

SOUTH ELEVATTION 1/4" = 1'-0"

5AWEST ELEVATION

1/4" = 1'-0"4B

NORTH ELEVATION 1/4" = 1'-0"

5BEAST ELEVATION

3/4" = 1'-0"2C

WALL SECTION @ HM DOOR

1 1/2" = 1'-0"4D

HOLLOW METAL DOOR HEADER DETAIL

1 1/2" = 1'-0"4E

COPING DETAIL

1

2"

3'-6"

4'-0" MAX.

FLOOR LINE

1 1/2"1 1/2" 3"

3 1/2"

MA

X.

3 1

/2"

ALUMINUM BAR SPACERSBEHIND POSTS

STEEL PLATE STRINGER

3'-0"

MAX.3 1/2"

1 1/2" O.D. ALUMINUM RAILS

5/8" DIA. ALUMINUM BARPICKETS

1 1/2" x 1 1/2" TUBE ALUMINUMPOSTS

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RAILING LANDING DETAIL_ADD #1

MAXIM

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3 15/16"2 1/2"

1 1/2"

1'-2"

3 3/4"

L 3 X 3 X 1/4 STEEL ANGLE X 3" LONG

FLOOR CLIP BOLTED TO CONCRETE SLAB

W/ 1/2" X 3 3/4" LONG WEDGE TYPE

ANCHORS

STEEL PLATE

STRINGER

1 1/2" X 1 1/2"

ALUMINUM TUBE

POSTS

1 1/2" O.DA

ALUMINUM RAILS

5/8" DIA.

ALUMINUM BAR

PICKETS

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RAILING START_ADD #1

SEVENTH FLOOR52'-0"






05 51 00.A00INTERMEDIATE LANDINGFRAMING, TYP.

05 51 00.F3 PRECAST CONCRETE TREAD

2 1/2"

1 1/2"

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RAILING TERMINATION DETIAL

3 1/2"

1" 1"

3 1/2"

STEELSPACER BARS

11 GA STEEL SHEET FLIGHT CLOSURESHIPPED LOOSE FOR FIELD WELDINGBETWEEN ENDS OF FLIGHTS

ALUMINUM TUBE 1 1/2" X 1 1/2" GAALUMINUM TUBE POSTS

CROSSOVER RAILS (2 PIECES)SHIPPED LOOSE FOR FIELD WELDING(FIELD TRIMMING MAY BE REQUIRED)

1 1/2" O.D. ALUMINUMRAILS

CLEAR1 1/2"

CLEAR1 1/2"

4 1/2" 4 1/2"

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1 1/2" CLEAR

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INTO STAIRWAY3 1/2" PROJECTION

1 1/2" X 1 1/2"ALUMINUM TUBE POSTS

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1 1/2" SQUARE FLATALUMINUM BOTTOMCAP

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RAILING SECTION_ADD #1

09 29 00.E1TILE BACKING PANEL BOARD,1/2"

09 30 00.I5 MEMBRANE, WATERPROOF


06 40 23.A00

SOLID SURFACE PANELS W/WELDED SEAMS, 1/2" (W/ 1/4"DRIP)

07 92 00.B2 JOINT SEALANT

WA

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09 30 00.K1

PANELIZED SHOWERENCLOSURE PRE-SLOPED,COMPOSITE SHOWER BASE W/CURB

6"

OVERLAP (2" MIN.) MEMBRANEWATERPROOFING; CENTER OFOVERLAP 3" ABOVE FLOOR

09 30 00.A00

SHOWER DRAIN, CONNECT TOSANITARY PIPING, REF.PLUMBING DRAWINGS

09 30 00.B1 CERAMIC MOSAIC TILE

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TUNNEL FLOOR-3' - 6"

FIRST FLOOR0"

TUNNEL FLOOR-4'-9 1/2"

(4) 4" PVC(SKELETALPATHWAY)

(2) 4" CWS/R,(2) 4" HWS/R

4" F, 4" CW,3" HW, 2" HWR

(2) 3" ELECTRICALCONDUITS

3" CONDENSATE

UNISTRUTFRAMING

(TYP.)

1

Drawing #:

Date:Project #:

Addendum #1

5D/MP10011/15/10

2010-004.SAR

# Revision Date

1 Addendum #1 11.15.2010

3/4" = 1'-0"5D

TUNNEL SECTION

T

FCU-1

SCD-2125

SCD-4150

SCD-175

ECG-7100

ECG-7100

SCD-175

ECG-8150

SSG-10150

RG-1150

ECG-8150

SCD-4150

RG-1150

14"/12"12"/6"

10"/10"

14"/12"

10"Ø

10"/4"10"/4"

12

"/6" 6"Ø

6"Ø 6"Ø

12

"/6"

24"/6"

8"/8"

8"Ø

8"Ø

10"Ø

10"/10"

FD

16

1

18"/8"

8"Ø

SSG-22125

325 CFM

10"Ø

PR22

SRG-9450

Drawing #:

Date:Project #:

Addendum #1

1A/M-40411/15/10

2010-004.SAR

# Revision Date

1 Addendum #1 11.15.2010

1/4" = 1'-0"1A

BASEMENT OFFICE AREA MECHANICAL PLAN

250CFM

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VALANCE HEATING AND COOLING UNIT SCHEDULE

COUNT MARK

HEATING DATA COOLING DATA ENCLOSURE DATA

COIL

LENGTH MANUFACTURER REMARKSEAT LOAD FLOWRATE EWT LWT MAX WPD

MAX

VELOCITY EAT DB EAT WB LOAD SHR FLOWRATE EWT LWT MAX WPD

MAX

VELOCITY HEIGHT DEPTH

NOMINAL

LENGTH

25 VU-6-1.0 68 °F 2700 Btu/h 0.5 GPM 150 °F 139.2 °F 10 ft-wg 6 FPS 75 °F 63 °F 2670 Btu/h 0.7 1.0 GPM 43 °F 48.3 °F 10 ft-wg 4 FPS 1' - 0 5/8" 1' - 6 15/16" 8' - 0" 6' - 0" EDWARDS 1,2,3










REMARKS(1) PROVIDE WITH SQUARE STYLE COVER. PROVIDE UNIT WITH A NON-SLOPED OUTSIDE ENCLOSURE APPEARANCE.(2) VALANCE MANUFACTURER TO FIELD MEASURE EVERY VALANCE UNIT PRIOR TO ORDERING.(3) ALL VALANCE UNITS SHALL BE 4-ROW COOLING/3-ROW HEATING.

1


ADD#1/E-60411/15/10

2010-004.SAR

# Revision Date

Total Amps: 2569 A

Total Conn. Load: 925.61 kVA

20

19

18

17

16

15

14

13

12

11

10

9

8 Space 3 225 A 0 A 0 kVA

7 Space 3 225 A 0 A 0 kVA

6 Spare 3 225 A 225 A 0 kVA

5 JOCKEY PUMP P 3 225 A 30 A 1.73 kVA

4 SWBD2 P 3 1600 A 1600 A 621.83 kVA

3 FIRE PUMP P 3 800 A 800 A 43.2 kVA

2 ATS-2 P 3 800 A 800 A 226.96 kVA

1 ATS-1 P 3 225 A 225 A 50.89 kVA

CKT Circuit Description

Load

Code

# of

Poles Frame Size Trip Rating Load Remarks

100% RATED MAIN

PROVIDE A SQUARE D ION 7330 METER WITH ETHERNET CAPABILITIES

Supply From: Wires: 4 AIC Rating: 65,000

Mounting: FLOOR Phases: 3 MCB Rating: 1600 A

Location: ELEC 022E Volts: 120/208 Wye Mains Type: MCB

Switchboard: MXDP Mains Rating: 1600 A

Switchboard Schedule

Prepared by:

ATC Associates Inc. 7988 Centerpoint Drive, Suite 100

Indianapolis, Indiana 46256

Limited Lead Based Paint Inspection

Ball State University Studebaker East Muncie, Indiana

ATC Project Number 086.03194.0020

Prepared for:

Mr. Gary Canaday Ball State University

Muncie, Indiana 47306

November 11, 2010

November 11, 2010

Mr. Gary Canaday Construction Manager Ball State University Facilities Planning and Management Muncie, Indiana 47306 Re: Limited Lead Based Paint Inspection Studebaker Hall East Ball State University (BSU) Muncie, Indiana 47306 ATC Project Number 086.03194.0020 Dear Mr. Canaday: ATC Associates Inc. (ATC) has completed the limited lead based paint inspection of the stairwells associated with the Studebaker Hall East renovation project located in Muncie, Indiana and in accordance with ATC Proposal No. 086-2010-0192 Change Order dated November 10th, 2010. The fieldwork was conducted by ATC representative Mr. Jason D. Hunsberger on November 10th, 2010. Our findings and conclusions are included herein. We appreciate the opportunity to be of service to Ball State University on this project, and look forward to working with you on future projects. In the meantime, if you have questions or comments regarding the information in the report, please contact the undersigned at (317) 579-4047. Sincerely, ATC Associates Inc.

Jason D. Hunsberger Laura M. Totten Environmental Specialist Staff Hygienist

7988 Centerpoint Drive, Suite 100 Indianapolis, Indiana 46256

www.atcassociates.com TEL: 317.849.4990 FAX: 317.849.4278

EXECUTIVE SUMMARY

On November 10th, 2010, ATC Associates Inc. (ATC) performed a limited lead-based paint inspection of the stairwells associated with the Studebaker Hall East renovation project located on the Ball State University Campus in Muncie, Indiana. Lead content was determined on select painted and/or coated surfaces utilizing a portable Niton X-Ray Fluorescence analyzer (XRF). This limited inspection was performed in general accordance with the United States Environmental Protection Agency's (USEPA's) rules and regulations as well as guidelines of the Housing and Urban Development (HUD), the Occupational Safety & Health Administration’s (OSHA’s) Lead in Construction Standard, and the National Institute of Occupational Safety and Health (NIOSH). A total of twenty-three (23) XRF readings were collected from the stairwells of the building. Fourteen (14) of the twenty-three (23) XRF readings were above the 1.0 mg/cm2 threshold for lead based paint. Refer to Appendix A: Summary of XRF Analysis for Lead for a listing of the lead-based paint components and locations. The XRF field survey report can be found in Appendix A. As determined by HUD, USEPA and the Indiana Department of Environmental Management (IDEM) the painted components that were below 1.0 mg/cm2 are not considered to be lead based. However, OSHA regulation (CFR 1926.26) requires that all detectable levels of lead be communicated as lead containing materials.

TABLE OF CONTENTS

LETTER OF TRANSMITTAL ............................................................................................................. i

EXECUTIVE SUMMARY .......................................................................................................... ii

1.0 INTRODUCTION................................................................................................................... 2

2.0 SAMPLING AND XRF PROCEDURES.............................................................................. 2 2.1 Lead-Based Paint Sampling................................................................................................ 2

3.0 FINDINGS............................................................................................................................... 3 3.1 Interpretation of Lead-Based Paint Results ........................................................................ 3

4.0 CONCLUSIONS AND RECOMMENDATIONS................................................................ 3 4.1 Lead-Based Paint ................................................................................................................ 3

5.0 LIMITATIONS....................................................................................................................... 6 APPENDICES Appendix A Summary of XRF Sampling Analysis for Lead Appendix B Certifications and Licenses

Limited Lead Based Paint Inspection Page No. 2 Studebaker Hall East Building ATC Project Number 086.03194.0020

1.0 INTRODUCTION

ATC performed a limited lead based paint inspection for Ball State University on November 10th,

2010 of the stairwells associated with the Studebaker Hall East Building located in Muncie,

Indiana. The lead based paint survey was conducted by ATC representative, Mr. Jason D.

Hunsberger, lead based paint risk assessor (license no. IN4513027, expiring February 11th, 2013)

utilizing a Niton XRF analyzer (S/N 6993). Copies of current state certifications for this ATC

employee are presented in Appendix B.

2.0 SAMPLING AND XRF PROCEDURES

2.1 Lead-Based Paint Sampling

ATC’s lead-based paint inspection included testing of painted and/or coated surfaces throughout

the stairwells of the building. ATC collected twenty-three (23) XRF samples to confirm areas of

lead-based paint for abatement purposes in accordance with EPA and OSHA. EPA establishes

that lead-based paint is paint that contains more than 1.0 mg/cm2, 5,000 ppm or 0.5% lead by

weight. For OSHA compliance purposes, OSHA’s “Lead in Construction Standard” (29 CRF

1926.62) addresses any concentration of lead in paint. The XRF analysis was performed by Mr.

Jason D. Hunsberger utilizing a Niton XLP-300 (SN 6993) XRF analyzer.

The XRF is a complete lead paint analysis system that quickly, accurately, and non-destructively

measures the concentration of LBP on surfaces. The analyzer has the ability to analyze and

compute corrections for the differences in the energy spectrums relating to different substrates.

This analysis of the energy spectrum means that the lead paint reading displayed on the

instrument already accounts for any substrate effects and correction is not required by the

operator.


3.0 FINDINGS

3.1 Interpretation of Lead-Based Paint Results

Several building components sampled within the stairwells of the building were identified as

LBP containing. All other surfaces tested were found by XRF to contain lead in concentrations

below 1.0 mg/cm2. However, OSHA regulation (CFR 1926.26) requires that all detectable levels

be communicated as lead containing materials. A listing of sampled painted surfaces and XRF

results can be found in Appendix A: Summary of XRF Analysis for Lead.

4.0 CONCLUSIONS AND RECOMMENDATIONS

ATC has completed a limited lead-based paint investigation of the stairwells associated with the

Studebaker Hall East in Muncie, Indiana. The following presents our conclusions and

recommendations based on our findings for this location.

4.1 Lead-Based Paint

Twenty-three (23) XRF samples were collected and results of the lead sampling revealed that

fourteen (14) XRF samples contained concentrations of lead equal to or greater than 1.0 mg/cm2.

These surfaces are identified in Appendix A: Summary of XRF Analysis for Lead. All LBP

regardless of condition has the potential to become a LBP hazard if disturbed. ATC recommends

the following actions be utilized:

1. Conduct paint stabilization of the deteriorated surfaces mentioned in the Appendix A table, “Summary of XRF Analysis for Lead”.

a. Paint stabilization includes appropriate surface preparation and the application of new paint or coating. If conditions exist that contributed to the lead-based paint deterioration, such as a leaking roof, correct those conditions prior to paint stabilization.

b. Use lead-safe work practices and trained personnel in accordance with HUD/EPA protocols (HUD 24 CFR Part 35-35.1330 Interim Controls and EPA 40 CFR Part 745.227 Work Practice Standards).

c. Do not allow residents/employees in the work area until it has been properly cleared.

d. Obtain a clearance examination of the unit by a certified lead based paint risk assessor or clearance technician following cleanup.


2. Conduct ongoing maintenance. a. Stabilize all lead-based paint that deteriorates.

i. Repair damaged area and perform paint stabilization. ii. Use lead-safe work practices and trained personnel. (HUD 24 CFR Part 35-

35.1330 Interim Controls and EPA 40 CFR Part 745.227 Work Practice Standards).

iii. Notify employees and establish reporting system for deteriorated lead-based paint.

b.Renovation Workers: i. Any workers performing renovations of the areas where lead based paint or

lead based paint hazards have been identified should at a minimum have received lead based paint awareness training.

ii. Should these workers be contracted for lead based paint removal specifically, they should be licensed as lead abatement contractors and should utilize lead safe work practices for all work completed.

Except in the case of complete removal of all lead-based paint, ongoing management and

maintenance of lead-based paint hazards is recommended. The Owner should assign

responsibility for managing the various aspects of a lead-based paint hazard control program to

either a trained consultant, or they should train one of the existing staff members. This program

should be described in a lead-based paint hazard control policy statement. The statement should

document the Owner’s awareness of the lead-based paint hazard problem and his or her intention

to control it. The statement should also authorize a specific individual to carry out the lead-based

paint hazard control plan.

The requirements described in this report are based on the limited lead inspection within the

stairwells of the building. Surfaces that were not sampled or hidden painted surfaces that were

not tested (due to scope of work) may contain some percentages of lead, and would therefore

require the Contractor performing demolition work in those areas to comply with OSHA’s Lead

Regulations. If the hidden paint is discovered by the renovation activity, then all activity

associated with the disturbance, handling and disposal of any suspect lead paint must comply

with the OSHA Lead Standard 1926.62 and state regulations for the disposal of the lead paint

until proven otherwise by laboratory testing.


OSHA requires the contractor to inform its employees of potential lead hazards, based upon the

work being performed. The purpose of OSHA’s lead construction standard is to reduce the

exposure to lead for all construction workers. It is for this reason that ATC recommends

contractors be informed of the presence of lead below the definition of lead based paint (more

than 1.0 mg\cm2, 5,000 parts per million (ppm) or 0.5% of lead in paint), but above zero.

OSHA’s standard includes an 8-hour time weighted average (TWA) of 50 micrograms of lead

per cubic meter of air (mg/m3) and an action level (regardless of respirator use) of 30 mg/m3.

Although the standard emphasizes exposure assessment for individual job tasks, varying levels

of worker protection are required of the contractor for certain tasks, including, but not limited to

the following activities involving lead-based and lead-containing paint:

• Manual demolition of structures, manual scraping, manual sanding, and use of heat guns where lead-containing coatings or paints are present;

• Abrasive blasting enclosure movement and removal; • Power tool cleaning; • Lead burning; • Using lead-containing mortar or spray painting with lead-containing paint; • Abrasive blasting, rivet busting, or welding, cutting, or burning on any structure where

lead-containing coatings or paint are present; • Cleanup activities where dry expendable abrasives are used; and • Any other task the employer believes may cause exposures in excess of the permissible

exposure limit (PEL).

The building owner should prohibit the use of torch cutting or heat processes to remove the paint

from all surfaces that are within these limits. If abrasive blasting (i.e., sandblasting, etc.) is to be

performed, ATC recommends that the appropriate methods of containing the work area and

personal protective equipment be utilized (i.e. respirator protection, eye protection, coveralls,

etc.).


5.0 LIMITATIONS

This report is intended for the sole use of Ball State University. The intent of the report is to aid the

building owner, architect, construction manager, general contractors, and potential demolition and

abatement contractors in locating LBP and LBP Hazards. As actual site conditions and quantities

should be field verified, this report is not intended to serve as a bidding document or as a

project specification document. The scope of services performed in execution of this evaluation

may not be appropriate to satisfy the needs of other users, and use or re-use of this document or the

findings, conclusions, or recommendations is at the risk of said user. Although every attempt has

been made to identify suspect lead paint in the areas identified, the limits of the scope of work and

inspection technique used is inherently limited in the sense that only full demolition procedures will

reveal all building materials of a structure.

Additionally, the passage of time may result in a change in the environmental characteristics at this

site. This report does not warrant against future operations or conditions that could affect the

recommendations made. If questions arise regarding lead content in or on surfaces that were not

tested by ATC, additional testing services should be procured to test those surfaces for lead. ATC

makes no representation or warranty concerning the standards and specifications provided in the

HUD Guidelines or by Niton Corporation. The results, findings, conclusions and recommendations

expressed in this report are based only on conditions that were observed during ATC's inspection of

the site on November 10th, 2010.

APPENDIX A

Summary of XRF Sampling Analysis for Lead

SAMPLE NUMBER

SAMPLE LOCATION FLOOR COMPONENT LOCATION SUBSTRATE COLOR

RESULT (mg/cm2)*

SHUTTER_CAL 7.02Calibrate NIST Standard Red 1.2Calibrate NIST Standard Red 1.1Calibrate NIST Standard Red 0.9

JH LBP-1 Southeast First Stringer Stairs Metal Brown 6.7JH LBP-2 Southeast First Riser Stairs Metal Brown 6.5JH LBP-3 Southeast First Baseboard Stairs Wood Brown 2.7JH LBP-4 Southeast First Wall Stairs Plaster Brown 0JH LBP-5 Southeast Third Fire Stairs Metal Brown 0.02JH LBP-6 Southeast Third Wall Stairs Plaster Brown 0.03JH LBP-7 Southeast Third Stringer Stairs Metal Brown 3.8JH LBP-8 Southeast Third Riser Stairs Metal Brown 4.8JH LBP-9 Southeast Third Baseboard Stairs Wood Brown 5.1JH LBP-10 Middle Third Baseboard Stairs Wood Brown 6.2JH LBP-11 Middle Third Stringer Stairs Metal Brown 8.7JH LBP-12 Middle Third Riser Stairs Metal Brown 2.4JH LBP-13 Middle Third Wall Stairs Plaster Brown 0JH LBP-14 Northeast Third Wall Stairs Plaster Brown 0.03JH LBP-15 Northeast Third Baseboard Stairs Wood Brown 8JH LBP-16 Northeast Third Stringer Stairs Metal Brown 10.7JH LBP-17 Northeast Third Riser Stairs Metal Brown 5.7JH LBP-18 Northeast Third Fire Stairs Metal Brown 0.05JH LBP-19 Middle First Stringer Stairs Metal Brown 1.2JH LBP-20 Middle First Riser Stairs Metal Brown 2.6JH LBP-21 Middle First Wall Stairs Plaster Brown 0.03JH LBP-22 Middle First Baseboard Stairs Wood Brown 2.7JH LBP-23 Near Southeast First Column Stairs Wood Brown 0

*Results at 1.0 mg/cm2 or above is considered lead base paint.

SUMMARY OF XRF ANALYSIS FOR LEADStudebaker Hall East Building

Muncie, Indiana

APPENDIX B

Certifications and Licenses

Pre Bid Conference - Agenda

Ball State University Facilities Planning & Management Pre-Bid Conference AGENDA

Studebaker East Renovation, Phase 2 Ball State University BSU Project No. 2010-019.01 SE November 11, 2010

I. Project Team A. Owner’s Representative(s):

Tanner Jordan, Facilities Planning & Mmgt, 765-285-2820, [email protected] Brent Baumer Facilities Planning & Mgmt. 765-285-2827 [email protected] Gary Canaday, Facilities Planning & Mmgt, 765-285-4057, [email protected]

B. Consultant’s Representative(s): Ryan Benson, Schmidt Associates 317-263-6226, [email protected] Andy Stephens Schmidt Associates 317-263-6226 [email protected]

II. Contract Documents: Project Manual and Drawings. A. Availability of Contract Documents. (http://www.bsu.edu/purchasing/publicworks/) B. Interpretation of Contract Documents. C. Addenda. D. Substitutions.

III. Bidding Procedures. A. Bidding Date: December 9, 2010 @ 11:00 A.M.

Location: Ball State University Student Center 2nd Floor Forum Room

B. Bidding Form and Other Documents. 1. Indiana Form 96 (Revised 2009).

a. Fill out Part II., Section II. Plan and Equipment Questionnaire. b. Attach Part II., Section III. Contractor’s Financial Statement.

2. Bid Form Supplements, Document 00 43 00 Appendix A.

(1) Acknowledgment of Receipt of Addenda. (2) Project Completion

Appendix B. Alternatives Appendix C. Unit Prices Appendix D. Principal Subcontractors Appendix E. Supplementary General Construction Information Appendix F. Supplementary Mechanical Information Appendix G. Supplementary Electrical Information Appendix H. Supplementary Telecommunication Information

3. Representations and Certifications, Document 00 45 00 Appendix 1. Nondiscrimination Compliance Statement

Appendix 2. Drug Testing Plan Appendix 3. Bidder’s Check List

4. Bid Security.

IV. Scope of Project. A. Summary of Work. B. Project Schedule (building completion 3/30/2012, site completion 5/31/2012) C. Access to Project Area. D. Coordination with Other Projects.

V. Questions.

VI. Tour of Project Site. End of Agenda

mailto:[email protected]�




Architecture

Engineering

Technology

Interior Design

Landscape Architecture

Wil-Fra-Mar Building

320 East Vermont Street

Indianapolis, IN 46204-1640

317.263.6226

317.263.6224 (fax)

www.schmidt-arch.com

Meeting Notes

Attendees: Bidders

Mr. Brent Baumer, Ball State University

Mr. Gary Canaday, Ball State University

Mr. George Edwards, Ball State University

Ms. Tanner Jordan, Ball State University

From: Ryan J. Benson, AIA

Senior Project Architect / Associate

[email protected]

Date: November 15, 2010

Re: Pre-Bid Meeting

Ball State University - Studebaker East Additions & Renovations

2010-004.SAR 7.1

Meeting: November 11, 2010 Time: 9:00 am

Location: BSU | Student Center 301

The purpose of the meeting was to review the scope of the Work; items listed below are highlights of the

Bidding Documents, and do not intend to represent the entire Scope of Work.

PROJECT MANUAL

1. Section 01 10 00 - Summary

a. Existing conditions, including 8’-8” floor to floor

b. Preceding Work, Phase 1: demolition & abatement

c. Concurrent Work

1) Transformers

2) Testing and Balancing

d. Work Hours: 8a – 6p

2. Section 01 22 00 – Unit Prices

a. Unit Prices, indicated in Section 00 43 00

3. Section 01 23 00 – Alternates

a. Review of Alternates

4. Section 01 29 00 – Payment Procedures

a. Major mechanical & electrical equipment payments

Meeting Notes for November 11, 2010 Meeting


November 15, 2010

Page 2

5. Section 01 31 00 – Project Management and Coordination

a. Coordination Drawings

b. Quality Assurance (submit 48 hours of Bid)

1) PM Qualifications

2) Superintendent Qualifications

6. Section 01 31 23 – Web-Based Project Management

a. Use of Constructware

7. Section 01 32 00 – Construction Progress Documentation

a. CPM Schedule requirement

b. Liquidated Damages

8. Section 01 33 00 – Submittal Procedures

a. Action vs. Information Submittals

b. “As Specified” Submittals

c. Electronic Submittals (via Constructware)

d. Exposed Finishes Review Conference(s)

9. Section 01 40 00 – Quality Requirements

a. Testing & Inspection expectations

b. Review definition of “experienced”

c. Schedule of Major Mockups

1) Exterior Envelope

2) ADA/Adapt Student Room

3) Typical Student Shower Room

10. Section 01 50 00 – Temporary Facilities and Controls

a. Temporary Electrical (coordination w/ concurrent Work)

b. Temporary HVAC (Base Bid vs. Alternate)

c. Remove/replace wet material (“no dry-out”)

d. Architect’s site office

e. Construction/haul routes

f. Parking

11. Section 01 73 00 – Execution

a. Progress cleaning expectations



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Page 3

12. Section 01 74 19 – Construction Waste Management and Disposal

a. CWM&D goal: 75% minimum

13. Section 01 77 00 – Closeout Procedures

a. Inspection procedures (punch list) expectations

b. Final cleaning expectations

14. Section 01 81 13 – Sustainable Design Requirements

a. Goal: LEED-NC, V3 Silver (50-59 points)

15. Section 01 91 13 – Commissioning Requirements

a. Commissioning Requirements

16. Section 07 84 13 – Penetration Firestopping

a. Single-Source Installation Responsibility

17. Section 08 44 13 – Glazed Aluminum Curtain Walls

a. U-factor of 0.4 maximum

b. Operable vent, thermally-broken

c. Integrated sunshade & light shelf products

18. Section 09 29 00 – Gypsum Board

a. Abuse, moisture-, and mold-resistant type GWB (exterior walls)

b. Abuse-resistant type GWB (interior walls)

19. Section 09 30 00 – Tiling

a. Waterproofing & positive slope expectations

20. Section 10 71 13.99 – Exterior Sun Control Devices

a. Exterior sun control device (w/ AESS); delegated design

21. Section 14 21 00 – Electric Traction Elevators

a. Product Options

b. Modernization

c. Temporary elevator use

22. Section 22 40 00.99 – Plumbing Fixtures

a. Base Bid shower unit: factory authorized installer



November 15, 2010

Page 4

23. Section 23 82 13 – Valance Heating and Cooling Units

a. Pre-bid mockup

DRAWINGS

1. Electronics Integration Matrix (A-001)

2. Miscellaneous Provisions

a. Access Doors (Architectural General Floor Plan Note “N”)

b. Door Hardware (Architectural Door Schedule General Note “N”)

c. Temperature controls: additional control inputs (Miscellaneous Sequence on M-702)

d. Electrical power devices: duplex outlets, speakers/strobes, motor equipment connections, smoke

detectors, and exit signs (General Note “P” on E-001)

If any of the above does not agree with your understanding, please clarify by return mail within seven days of receipt. Otherwise, notes shall

stand as written.

RJB:rjb

Copy: File

M:\2010-004.SAR\7.0-Bidding\7.1-Correspondence\20101111MN_RJB_Pre-Bid_01.DOCX