Add Add Entire sheet - eapc.net with camber and dimensional tolerances of PCI MNL 135, “Tolerance...

EAPC Project 20163341 Addendum 1

ADDENDUM 1

Addendum # 1 Date Issued 3-2-18

Project Name | Job # Bismarck High School Auditorium and Gym Additions 20163341

Bid Date | Time No Change

THIS ADDENDUM AMENDS AND BECOMES PART OF THE CONTRACT DOCUMENTS FOR

EAPC PROJECT 20163341 DATED 2-22-18, RESPECTIVELY. EACH BIDDER SHALL

ACKNOWLEDGE RECEIPT OF THIS ADDENDUM BY MARKING THE ADDENDUM NUMBER

AND DATE ON THE BID FORM.

GENERAL

SPECIFICATIONS

03 4500 Precast Architectural Concrete -Add Entire Spec section

DRAWINGS

A010 Building Access Control Add Entire sheet – Sheet was missing from original set



A403-A & A404-A Add General Precast Note: H. Architectural Finish shall match

Wells Concrete Sample #2586. (Grey Cement, white Cement, #7 Keystone Rock, Mfg. Key Sand, Mason

Sand, #0060 Golden Buff Dye)

MECHANICAL - None

ELECTRICAL – See attached E1

EAPC Project 20163341 Addendum 1 2

ADDENDUM 1 continued

PRIOR APPROVALS

None at this time

ATTACHMENTS

03 4500 PRECAST ARCHITECTURAL CONCRETE – spec section

A010 Building Access Control



E1 – Electrical Addendum #1

Plan Holders List

EAPC Project 20163341 PRECAST ARCHITECTURAL CONCRETE

034500 - 1

SECTION 034500 - PRECAST ARCHITECTURAL CONCRETE

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Architectural precast concrete wall panels.

B. Supports, anchors, and attachments.

C. Grouting under panels.

1.2 RELATED REQUIREMENTS

A. Section 032000 - Concrete Reinforcing.

B. Section 033000 - Cast-in-Place Concrete: Admixtures.

C. Section 072100 - Thermal Insulation: Integral insulation.

D. Section 076200 - Sheet Metal Flashing and Trim: Reglets recessed in units.

E. Section 079200 - Joint Sealants: Sealing perimeter and intermediate joints.

1.3 REFERENCE STANDARDS

A. ACI 301 - Specifications for Structural Concrete; 2010 (Errata 2012).

B. ACI 318 - Building Code Requirements for Structural Concrete and Commentary; 2014 (Errata

2016).

C. ASHRAE (FUND) - ASHRAE Handbook - Fundamentals; 2013.

D. ASHRAE Std 90.1 I-P - Energy Standard for Buildings Except Low-Rise Residential Buildings;

2013, Including All Amendments and Errata.

E. ASTM A36/A36M - Standard Specification for Carbon Structural Steel; 2014.

F. ASTM A123/A123M - Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron

and Steel Products; 2015.

G. ASTM A153/A153M - Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel

Hardware; 2009.

H. ASTM A307 - Standard Specification for Carbon Steel Bolts, Studs, and Threaded Rod 60 000

PSI Tensile Strength; 2014.


034500 - 2

I. ASTM A325 - Standard Specification for Structural Bolts, Steel, Heat Treated, 120/105 ksi

Minimum Tensile Strength; 2014.

J. ASTM A325M - Standard Specification for Structural Bolts, Steel, Heat Treated 830 MPa

Minimum Tensile Strength (Metric); 2014.

K. ASTM A563 - Standard Specification for Carbon and Alloy Steel Nuts; 2015.

L. ASTM A563M - Standard Specification for Carbon and Alloy Steel Nuts (Metric); 2007

(Reapproved 2013).

M. ASTM A615/A615M - Standard Specification for Deformed and Plain Carbon-Steel Bars for

Concrete Reinforcement; 2016.

N. ASTM A666 - Standard Specification for Annealed or Cold-Worked Austenitic Stainless Steel

Sheet, Strip, Plate, and Flat Bar; 2015.

O. ASTM A767/A767M - Standard Specification for Zinc-Coated (Galvanized) Steel Bars for

Concrete Reinforcement; 2009 (Reapproved 2015).

P. ASTM A775/A775M - Standard Specification for Epoxy-Coated Steel Reinforcing Bars; 2016.

Q. ASTM A884/A884M - Standard Specification for Epoxy-Coated Steel Wire and Welded Wire

Reinforcement; 2014.

R. ASTM C31/C31M - Standard Practice for Making and Curing Concrete Test Specimens in the

Field; 2015ae1.

S. ASTM C33/C33M - Standard Specification for Concrete Aggregates; 2016.

T. ASTM C143/C143M - Standard Test Method for Slump of Hydraulic-Cement Concrete; 2015a.

U. ASTM C150/C150M - Standard Specification for Portland Cement; 2016.

V. ASTM C260/C260M - Standard Specification for Air-Entraining Admixtures for Concrete;

2010a (Reapproved 2016).

W. ASTM C330/C330M - Standard Specification for Lightweight Aggregates for Structural

Concrete; 2014.

X. ASTM C578 - Standard Specification for Rigid, Cellular Polystyrene Thermal Insulation; 2016.

Y. ASTM C618 - Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan

for Use in Concrete; 2015.

Z. ASTM C979/C979M - Standard Specification for Pigments for Integrally Colored Concrete;

2016.

AA. ASTM C1088 - Standard Specification for Thin Veneer Brick Units Made From Clay or Shale;

2014.

AB. ASTM C1240 - Standard Specification for Silica Fume Used in Cementitious Mixtures; 2015.


034500 - 3

AC. ASTM C1289 - Standard Specification for Faced Rigid Cellular Polyisocyanurate Thermal

Insulation Board; 2016.

AD. ASTM D3963/D3963M - Standard Specification for Fabrication and Jobsite Handling of

Epoxy-Coated Steel Reinforcing Bars; 2015.

AE. ASTM F436/F436M - Standard Specification for Hardened Steel Washers Inch and Metric

Dimensions; 2016.

AF. ASTM F436 - Standard Specification for Hardened Steel Washers; 2011.

AG. ASTM F959 - Standard Specification for Compressible-Washer-Type Direct Tension Indicators

for Use with Structural Fasteners; 2013.

AH. AWS D1.1/D1.1M - Structural Welding Code - Steel; 2015 (Errata 2016).

AI. AWS D1.4/D1.4M - Structural Welding Code - Reinforcing Steel; 2011.

AJ. IAS AC157 - Accreditation Criteria for Fabricator Inspection Programs for Reinforced and

Precast/Prestressed Concrete; 2010.

AK. PCI MNL-117 - Manual for Quality Control for Plants and Production of Architectural Precast

Concrete Products; 2007.

AL. PCI MNL-120 - PCI Design Handbook - Precast and Prestressed Concrete; 2010, Seventh

Edition.

AM. PCI MNL-122 - Architectural Precast Concrete; 2007, Third Edition.

AN. PCI MNL-123 - Design and Typical Details of Connections for Precast and Prestressed

Concrete; 1988, Second Edition.

AO. PCI MNL-135 - Tolerance Manual for Precast and Prestressed Concrete Construction; 2000.

1.4 ADMINISTRATIVE REQUIREMENTS

A. Preinstallation Meeting: Convene one week prior to commencing work of this section.

B. Coordination: Coordinate openings sizes and locations, attachment of related items, and other

work related to the fabrication and installation of precast concrete units including the following:

1. Cast-in Electrical Devices: Cast-in Electrical Devices: Coordinate the location of cast-in

electrical conduit and junction boxes. Provide panel layout drawings and elevations to

Electrical Contractor a minimum of one week prior to casting. Notify Electrical

Contractor a minimum of 48 hours prior to casting so they can to travel to site, and

provide and install electrical items in casting forms.

2. Mechanical and Plumbing Penetrations.


034500 - 4

C. Sequencing: Furnish loose connection hardware and anchorage items to be embedded in or

attached to other construction without delaying the work. Provide setting diagrams, templates,

instructions, and directions, as required, for installation.

1.5 SUBMITTALS

A. See Section 013000 - Administrative Requirements, for submittal procedures.

B. Product Data: Manufacturer's information on accessory products, including pigments,

admixtures, inserts, plates, etc.

C. Shop Drawings: Indicate layout, unit locations, configuration, unit identification marks,

reinforcement, integral insulation, insulated panel system connectors, connection details,

support items, location of lifting devices, dimensions, openings, and relationship to adjacent

materials. Provide erection drawings.

1. Include details of mix designs.

D. Samples:

1. For each type of finish indicated on exposed surfaces of precast structural concrete units

with architectural finish, in sets of three, representative of finish, color, and texture

variations expected; approximately 12 by 12 by 2 inches (300 by 300 by 50 mm).

a. Where other faces of precast concrete unit are exposed, include Samples

illustrating workmanship, color, and texture of backup concrete as well as facing

concrete.

E. Integrally Insulated Panel System Manufacturer's Qualification Statement.

F. Integrally Insulated Panel System Manufacturer's Installation Instructions: Submit

manufacturer's current installation instructions for system specified. Certify that copies are

available at fabrication site prior to start of precast fabrication

G. Fabricator's Qualification Statement: Provide documentation showing precast concrete

fabricator is accredited under IAS AC157.

H. Integrally Insulated Panel System Design Data:

1. Thermal Resistance: Submit calculations complying with ASHRAE Std 90.1 I-P,

isothermal planes method, and demonstrating thermal resistance of integrally insulated

panel system.

2. Dew Point: Submit calculations complying with ASHRAE (FUND) - Theory of Water

Migration. Demonstrate condensation prevention, prevention of frost or ice formation on

panels surfaces, and inner wall condensation. 3. Thermal Bowing and Crack Mitigation:

Submit drawing details and written procedures for mitigation and repair of bowing and

cracking in insulated concrete panels without full-thickness concrete sections or metallic

connectors between wythes.


034500 - 5

I. Sustainable Design Reporting: If any fly ash, ground granulated blast furnace slag, silica fume,

rice hull ash, or other waste material is used in mix designs to replace Portland cement, submit

the total volume of concrete, mix design(s) used showing the quantity of Portland cement

replaced, reports showing successful cylinder testing, and temperature on day of pour if cold

weather mix is used; use Material Content Form.

J. Maintenance Data: Indicate surface cleaning instructions.

K. Shop Drawings: Include layout plans with unit locations, bearing and top of unit elevations,

overall dimensions, building cross sections, wall sections, details, and opening locations.

1. Separately elevate and dimension each type of unit. Indicate location of each unit on

overall layout by using the same identification mark placed on the actual unit.

2. Detail head/jamb/sill for each type of cast-in window and door opening including

blocking and finish intentions.

3. Indicate all cast-in openings 12 inches or larger in dimension. Label each opening as

“cast-in”. Generally note all other non-cast-in openings are to be cut in the field by

related trades after approval by precaster’s engineer.

4. Indicate welded connections by AWS standard symbols and show size, length, and type

of each weld.

5. Indicate locations of and detail hardware and anchorage devices to be cast-in to precast

units with relationship to structure.

6. Indicate locations of and detail hardware and anchorage devices to be embedded into or

attached to structure or other construction with relationship to structure.

7. Schedule loose hardware and anchorage devices to be installed by others; Include in

schedule: identification marks, item descriptions, and total quantities.

8. Indicate locations of and detail lifting and handling devices. Use side or edge devices at

all locations to minimize unsightly patching at exposed faces. Any face locations must

be preapproved by the Architect.

9. Indicate sections and details showing quantities and position of reinforcing steel and

related items including special reinforcement.

10. Indicate locations of and detail solid concrete and reduced insulation zones. These types

of zones are unacceptable unless absolutely necessary and must be preapproved by

Owner and Architect prior to fabrication.

11. Indicate shim sizes and grouting sequence.

12. Handling procedures, sequence of erection, and bracing plan.

L. Comprehensive Engineering: Signed and sealed by a professional engineer responsible for its

preparation who is registered in the state in which the project is located. Include all dead, live,

and other applicable loads used in the design. Indicate loading on shop drawings.


034500 - 6

M. Design Modifications: If design modifications are proposed to meet performance requirements

and field conditions, notify the Architect immediately and submit design calculations and

drawings. Do not adversely affect the appearance, durability or strength of units when

modifying details or materials. Maintain the general design concept when altering size of units

and alignment.

N. Samples: Provide Owner/Architect with samples representing the range of finishes and textures

when requested. Samples to be a minimum of 12 by 12 by 2 inches in size. Owner/Architect to

verify finishes meets or exceeds the expectation of the design intent. Samples are not intended

to replace mock-up panels.

O. Test Reports: At the request of the Owner/Architect provide test reports for concrete and other

structural materials tested during fabrication including cement mill reports, mix reports,

cylinder break reports.

1.6 QUALITY ASSURANCE

A. Design Engineer Qualifications: Design precast concrete units under direct supervision of a

Professional Structural Engineer experienced in design of precast concrete and licensed in the

State in which the Project is located.

B. Fabricator Qualifications:

1. Firm having at least 5 years of documented experience in production of precast concrete

of the type required.

2. Plant certified under Precast/Prestressed Concrete Institute Plant Certification Program;

product group and category A1 - Architectural Precast Concrete.

3. Plant certified under Architectural Precast Association Plant Certification Program for

production of architectural precast concrete.

4. Fabricator Qualifications: Precast concrete fabricator accredited by IAS according to

IAS AC157.

C. Insulated Panel Manufacturer Qualifications: Company specializing in manufacturing

integrally insulated panel system specified in this section, with not less than three years of

experience and approved by system manufacturer.

D. Welder Qualifications: Qualified within previous 12 months in accordance with AWS

D1.1/D1.1M and AWS D1.4/D1.4M.

E. Copies of Documents at Project Site: Maintain at the project site a copy of each referenced

document that prescribes execution requirements.

F. Erector Qualifications: PCI Certified, approved by the precast concrete manufacturer, and

having a minimum of 5 years experience in the erection of precast concrete similar to the

requirements of this project. Erector’s workman shall be properly trained to handle and erect

precast units.


034500 - 7

G. Design Standards: Comply with ACI 318 (ACI 318M) and the design recommendations of PCI

MNL 120, “PCI Design Handbook - Precast and Prestressed Concrete,” applicable to types of

structural precast concrete units indicated.

H. Quality-Control Standard: For manufacturing procedures and testing requirements and quality

control recommendations for types of units required, comply with PCI MNL 116, “Manual for

Quality Control for Plants and Production of Structural Concrete Products.”

1. Comply with camber and dimensional tolerances of PCI MNL 135, “Tolerance Manual

for Precast and Prestressed Concrete Construction.”

I. Welder Qualifications: AWS Certified, approved by the precast concrete manufacturer, and

having a minimum of 5 years experience in the erection of precast concrete similar to the

requirements of this project. Qualify procedures and personnel according to AWS D1.1/D1.1M,

“Structural Welding Code - Steel”; and AWS D1.4, “Structural Welding Code - Reinforcing

Steel.”

J. Pollution Control Regulations: Comply with all pollution control regulations in fabricating and

finishing of all products. Protection of air and ground water is the utmost importance.

1. Capture all water runoff and filter air as necessary in the fabrication process in

compliance with all state and federal pollution control agencies.

1.7 MOCK-UP

A. Provide full-sized mock-up, 4 feet long by 4 feet wide, with lifting device, and attachment

points, and finish in accordance with approved sample.

B. Include mock-up panel with typical window.

C. Locate where directed.

D. Mock-up may not remain as part of the Work.

E. Mock-Up: After samples are approved by Owner/Architect, provide mock-up panels including

all interior and exterior finishes and textures, standard opening, insulation configuration, finish

and texture transitions, actual scale architectural details, and follow the following procedures:

1. Invite Owner/Architect to plant at start of the production process.

2. Locate mock-up panel at location determined by the Owner/Architect.

3. Allow for a minimum of three mock-up panels (48 by 48 inches or as directed by

Architect) to demonstrate acceptable color range in the final product.

4. Damage a part of an exposed to view surface of each finish, color, and texture, Field

repair to determine acceptable patch/repair techniques.

5. Remove and dispose of mock up panel at time determined by the Owner/Architect.

Mock-up panel may not remain as part of the Work.


034500 - 8

6. Show streaking at screed face. Client to understand fabrication process. Painter should

include dollars to clean in field.

1.8 DELIVERY, STORAGE, AND HANDLING

A. Handling: Lift and support precast units only from support points.

B. Blocking and Lateral Support During Transport and Storage: Use materials that are clean, non-

staining, and non-harmful to exposed surfaces. Provide temporary lateral support to prevent

bowing and warping.

C. Protect units to prevent staining, chipping, or spalling of concrete.

D. Mark units with date of production in location that will be concealed after installation.

E. General Requirement: All lifting and handling, transportation and delivery, storage and

support, and erection of precast panels to be performed by qualified personnel using methods

and equipment approved by manufacturer.

F. Identification: Label each unit with date of production and mark indicating unit location on the

shop drawings.

G. Lifting and Handling: Lift and handle units at all times by lifting points indicated on the shop

drawings. Lift with manufacturer approved lifting devices. Lifting devices to have a minimum

safety factor of 5.

H. Transportation and Delivery: Transport units in accordance with manufacturer requirements.

I. Storage and Support: At all times store and support units off ground with identification marks

clearly visible and so lifting devices are accessible and undamaged. Separate stacked units by

batten across full width of each bearing point. Do not use stacked precast units for storage of

other units or equipment.

1.9 FIELD CONDITIONS

A. General Contractor shall prepare and maintain site free of obstructions as required by precast

erector for the work of this section.

B. Cold Weather Grouting: Provide written procedures to address cold weather grouting to

Owner/Architect prior to the erection process.

1.10 WARRANTY

A. Provide twelve-month guarantee for workmanship, materials, and satisfactory performance

from date of Substantial Completion.


034500 - 9

PART 2 PRODUCTS

2.1 MANUFACTURERS

A. Architectural Precast Concrete:

1. Any manufacturer holding a PCI Group CA Plant Certification for the types of products

specified; see www.pci.org.

2. Wells Concrete.

3. Molin Concrete

4. Gage Brothers

5. Substitutions: See Section 016000 - Product Requirements.

2.2 PRECAST UNITS

A. Precast Architectural Concrete Units: Comply with PCI MNL-120, PCI MNL-122, PCI MNL-

123, PCI MNL-135, and ACI 318.

1. Concrete Face Mix: Minimum 5000 psi, 28 day strength, air entrained to 5 to 7 percent;

comply with ACI 301.

a. Backup Mix: Same aggregate-cement ratio as face mix; achieve 28 day

compressive strength of 5000 psi.

2. Design Loads: Static loads, anticipated dynamic loading, including positive and negative

wind loads, thermal movement loads, and erection forces as defined by applicable code

and as indicated on the drawings.

3. Calculate structural properties of units in accordance with ACI 318.

4. Other Cementitious Materials: Replace as much Portland cement as possible with fly

ash, ground granulated blast furnace slag, silica fume, or rice hull ash as is consistent

with strength and appearance requirements.

5. Accommodate construction tolerances, deflection of building structural members, and

clearances of intended openings.

6. Provide connections that accommodate building movement and thermal movement and

adjust to misalignment of structure without unit distortion or damage.

B. Finish Type A: Ensure exposed-to-view finish surfaces of precast units are uniform in color

and appearance.

C. Finish Type B: Remove cement mortar from areas affected by aggregate retarder in accordance

with retarder manufacturer's instructions.


034500 - 10

F. Finish Type E: Textured finish. Remove excess concrete from joints and faces of units cast

with form liner or other texture. Protect adjacent surfaces.

G. Insulated Wall Panels:

1. Size/Shape/Profile: As indicated on the drawings.

2. Panel Width: 10’-0” unless noted otherwise.

3. Overall Thickness: 12 inch thick unless noted otherwise; 3 inch exterior wythe, 3 inch

insulation, and 6 inch Interior Wythe unless noted otherwise. Thickness may change per

design requirements.

4. Form Side Architectural Finish: As indicated/scheduled on the drawings, refer to finish

description types below.

5. Form Side Architectural Color: As indicated/scheduled on the drawings.

6. Form Side Non-Architectural Finish: Grade B (PCI), refer to description below.

7. Form Side Non-Architectural Color: Gray.

8. Screed Side Finish: Standard Float (Warehouse Grade), refer to description below.

9. Screed Side Color: Gray.

H. Non-Insulated Wall Panels:

1. Size/Shape/Profile: As indicated on the drawings.

2. Panel Width: 10’-0” unless noted otherwise.

3. Overall Thickness: 8 inch thick unless noted otherwise.

4. Form Side Architectural Finish: As indicated/scheduled on the drawings, refer to finish

description types below.

5. Form Side Color: As indicated/scheduled on the drawings.

6. Form Side Non-Architectural Finish: Grade B (PCI), refer to description below.

7. Form Side Non-Architectural Color: Gray.

8. Screed Side Finish: Standard Float (Warehouse Grade), refer to description below.

9. Screed Side Color: Gray.

I. Form Side “Architectural Finish Type” Descriptions:

1. Cast on Wood Forms:


034500 - 11

a. Form oil or parting compound shall not impair future coating, sealing, or adhesives

on the concrete surfaces. Wax emulsion or wax cutbacks will not be approved.

b. Wood forms with appropriate coating to impart a smooth finish in order to achieve

required finishes.

2. Cast on Steel Forms:

a. Smooth, Grade B (PCI).

3. Exposed Aggregate Finish Types: (Pattern and finish locations as indicated on the

drawings.)

a. Water Wash finish: Use chemical retarding agents applied to molds, and washing

and brushing procedures to exposed aggregate and surrounding matrix surfaces

after form removal to match accepted sample or mockup units.

b. Abrasive-Blast finish: Use abrasive grit, equipment, application techniques, and

cleaning procedures to exposed aggregate and surrounding matrix surfaces to

match accepted sample or mockup units.

c. Combination Water Wash finish and Abrasive-Blast finish.

d. Acid-Etched finish: Use acid and hot-water solution, equipment, application

techniques, and cleaning procedures to expose aggregate and surrounding matrix

surfaces to match accepted sample or mockup units. Protect hardware,

connections, and insulation from acid attack.

e. Combination Abrasive-Blast finish and Acid-Etched finish.

4. Reveals: As indicated on the drawings; maximum 1/2 inch deep for 3 inch thick exterior

concrete wythe.

5. Form Liners with Textured-Surface finish: Impart texture by form liners or inserts, to

match accepted sample or mockup units for acceptable surface air voids, sand streaks,

and honeycombs, with uniform color and texture.

J. Screed Side Finish.

1. Streaking is expected on screed side of architectural faced panels. Streaking is part of the

finishing process and is best cleaned in field by painters or a line item option by

precaster.

K. Form Side Non-Architectural Finishes “By PCI”:

1. Grade B (PCI): Fill air pockets and holes larger than 1/4 inch (6 mm) in diameter with

sand-cement paste matching color of adjacent surfaces. Fill air holes greater than 1/8 inch

(3 mm) in width that occur more than once per 2 sq. in. (1300 sq. mm). Grind smooth

form offsets or fins larger than 1/8 inch (3 mm). Repair surface blemishes due to holes or

dents in molds. Discoloration at form joints is permitted.4.

L. Screed Side Non-Architectural Finishes “By Description”:


034500 - 12

1. Standard Float (Warehouse Grade): Screed or float finish uniformed surfaces: Strike off

and consolidate concrete with vibrating screeds to a uniform finish, float finish, if

required. Hand screed at projections. Normal color variations, minor indentations, minor

chips, and spalls are permitted. No major imperfections, honeycombing, or defects are

permitted.

2.

2.3 REINFORCEMENT

A. Reinforcing Steel: ASTM A615/A615M, Grade 40 (40,000 psi) minimum.

1. Deformed billet-steel bars.

2. Unfinished.

B. Wire: Cold drawn steel: ASTM A82

C. Steel Welded Wire Reinforcement (WWR): ASTM A185 (Welded steel), ASTM A497

(Welded deformed steel).

1. Form: Flat Sheets.

2. WWR Style: 6 by 12-W12 by W5as required by design & to meet current applicable

codes.

D. Strand: Uncoated, 7-wire, Stree-Relieved Strand: ASTM A416-Grade 250K or 270K.

2.4 CONCRETE MATERIALS

A. Cement: ASTM C150/C150M, Type I or III Portland type.

B. Other Cementitious Materials:

1. Fly Ash or Natural Pozzolans: Comply with ASTM C618.

2. Silica Fume: Comply with ASTM C1240.

C. Fine and Coarse Structural Aggregates: ASTM C33/C33M.

D. Lightweight Structural Aggregate: ASTM C330/C330M.

E. Surface Finish Aggregate: Conforming to sample in office of Architect.

F. Color Additives: Pure, concentrated mineral pigments specifically intended for mixing into

concrete and complying with ASTM C979/C979M.

1. Concentration: Base dosage rates on weight of Portland cement, fly ash, silica fume, and

other cementitious materials but not aggregate or sand.


034500 - 13

2. Color(s): As selected by Architect from manufacturer's full range.

G. Water: Clean and not detrimental to concrete.

H. Air Entrainment Admixture: ASTM C260/C260M.

I. Water reducing, retarding, accelerating admixtures: ASTM C494.

J. Grout:

1. Non-shrink, non-metallic, minimum 10,000 psi, 28 day strength.

2.5 SUPPORT DEVICES

A. Connecting and Support Devices; Anchors and Inserts: ASTM A36/A36M steel; hot-dip

galvanized in accordance with ASTM A153/A153M.

1. Clean surfaces of rust, scale, grease, and foreign matter.

2. Galvanize after fabrication in accordance with requirements of ASTM A123/A123M.

B. Bolts, Nuts, and Washers: ASTM A325 (ASTM A325M) heavy hex structural bolts, Type 1,

zinc coated, with matching ASTM A563 (ASTM A563M) nuts, and washers as follows:

1. Standard Washers: ASTM F436/F436M washers, in finish matching bolts.

2. Compressible Direct Tension Indicators: ASTM F959, Type 325.

C. Primer: Zinc rich type.

2.6 INSULATION

A. A. Integral Insulation: Polyisocyanurate Board Insulation: ASTM C 591, Type I, 1.8 lb/cu. ft.

(29 kg/cu. m) unfaced, with thickness of 3 inches.

2.7 ACCESSORIES

A. Bearing Pads: High density plastic, Vulcanized elastomeric compound molded to size,

Neoprene (Chloroprene), or Tetrafluoroethylene(TFE); Shore A Durometer 70 to 90; 1/8 inch

thick, smooth both sides.

B. Reglets: Specified in Section 076200.

C. SealantSpecified in Section 079200

D. Welding Materials: Per AWS D1.1/D1.1M, “Structural Welding Code - Steel”; compatible

with materials being welded.

E. Welded Studs: Per AWS D1.1/D1.1M, “Structural Welding Code - Steel”; compatible with

materials being welded.


034500 - 14

F. Attachment Plates: As designed by precast manufacturer, cast-in place by others.

G. Other Load Bearing Loose Steel Items: As designed by precast manufacturer.

2.8 FABRICATION

A. Fabricate in conformance with PCI MNL-117 and PCI MNL-135.

B. Fabricate and handle epoxy-coated reinforcing bars in accordance with ASTM D3963/D3963M.

C. Maintain plant records and quality control program during production of precast units. Make

records available upon request.

D. Use rigid molds, constructed to maintain precast unit uniform in shape, size, and finish.

E. Use form liners in accordance with manufacturer's instructions.

F. Place thin brick in form liner in accordance with manufacturer's instructions. Mix bricks from

several cartons for uniform distribution of color variations.

G. Maintain consistent quality during manufacture.

H. Fabricate connecting devices, plates, angles, items fit to steel framing members, inserts, bolts,

and accessories. Fabricate to permit initial placement and final attachment.

I. Embed reinforcing steel, anchors, inserts plates, angles, and other cast-in items.

J. Install window units in place while fabricating precast units. Protect assembly from damage.

K. Cast rigid insulation into units. Cut drainage channels in exterior face of insulation to route

moisture to exterior. Position weep drains to suit. Maintain drainage channels clear.

L. Place recessed flashing reglets continuous and straight.

M. Locate hoisting devices to permit removal after erection.

N. Cure units to develop concrete quality, and to minimize appearance blemishes such as non-

uniformity, staining, or surface cracking.

O. Minor patching in plant is acceptable, providing structural adequacy and appearance of units is

not impaired.

P. Remove protective coating from thin brick using method recommended by manufacturer. Do

not damage brick or concrete material in joints.

2.9 FABRICATION TOLERANCES

A. Conform to PCI MNL-117 and PCI MNL-135, except as specifically amended below.

1. Maximum Variation From Nominal Face Dimensions: Plus or minus 3/32 in.


034500 - 15

2. Maximum Variation From Square or Designated Skew: Plus or minus 1/8 inch in 10 feet.

3. Maximum Variation from Thickness: Plus or minus 1/8 in.

4. Maximum Misalignment of Anchors, Inserts, Openings: Plus or minus 1/8 inch.

5. Maximum Bowing of Members: Plus or minus length/360.

2.10 SOURCE QUALITY CONTROL

A. Provide testing and analysis of concrete mix.

B. Take 3 concrete test cylinders for every 50 cu yd of concrete placed; make and cure in

accordance with ASTM C31/C31M.

C. Take 1 slump tests for every 3 test cylinders in accordance with ASTM C143/C143M.

D. Take one air entrainment test cylinders for each set of exterior concrete test cylinders taken.

E. Take water absorption test in accordance with PCI MNL-117.

PART 3 EXECUTION

3.1 EXAMINATION

A. Verify that building structure, anchors, devices, and openings are ready to receive work of this

section.

3.2 PREPARATION

A. Provide for erection procedures and induced loads during erection. Maintain temporary bracing

in place until final support is provided.

3.3 ERECTION

A. Erect units without damage to shape or finish. Replace or repair damaged panels.

B. Erect units level and plumb within allowable tolerances.

C. Align and maintain uniform horizontal and vertical joints as erection progresses.

D. When units require adjustment beyond design or tolerance criteria, discontinue affected work;

advise Architect.

E. Weld units in place. Perform welding in accordance with AWS D1.1/D1.1M.

F. Provide non-combustible shields during welding operations.


034500 - 16

G. Touch-up field welds and scratched or damaged primed painted or galvanized surfaces.

H. Set vertical units dry, without grout, attaining joint dimension with lead or plastic spacers. Pack

grout to base of unit.

I. Exposed Joint Dimension: 1/2 inch. Adjust units so that joint dimensions are within tolerances.

J. Seal perimeter and Intermediate joints in accordance with Section 079200

3.4 TOLERANCES

A. Erect members level and plumb within allowable tolerances. Conform to PCI MNL-135.

END OF SECTION

E001A

#1(E011A/E011B/E011C)

E008

#2

#3

#4 #5

#23

#22

#21

#20#19#17 #18

B1

B3

B7

B11

B2

B4

B6

B8

B10

B14

B12

B26B

B24

B22 B18

B16B20B26A

B9

UP

UP

Commons

BISMARCK HIGH SCHOOL - CARD ACCESS DOORS

1

EXISTING DOORS(OWNER'S DOOR NUMBER)

NEW DOORS(ARCHITECT'S DOOR NUMBER)

CARDACCESS

RETRACTABLE LOCKING DEVICE

DOOR POSITIONSWITCH

A101A / A101B / A101C

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

A103A / A103B / A103C

A111C

A126B

A1001

A1003

E001A

E008

B1002A

E011A / E011B / E011C

B102A / B102B

A118B

X X

A111B

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X

X

X X

X X

X X

X X

X X

X X

X

X

X

X X

X X

X X

X X

EXSTG. RELOCATE TO B102B

EXSTG. RELOCATE TO A118B

*NOTE: ALL DOORS NEED TO LOCK IN FAIL SECURE MODE AND CANNOT UNLOCK.

NOTES

EXSTG.

EXSTG.

EXSTG.

NEW

NEW

NEW (E011C)

NEW (A103C)

O.H. DOOR

O.H. DOOR

O.H. DOOR

1718

I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the State of North Dakota.

Signature:

Date: REG. NO. :

Plo

t D

ate

:

File

Lo

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:

Drawing Title

COPYRIGHT:

CHECKED BY:

DRAWN BY:

PROJECT NO:

STATE

CITY

PROJECT DESCRIPTION

DESCRIPTION DATE

ISSUE DATES

CLIENT

MARK

All plans, specifiecations, computer files, field data, notes and other documents and instruments prepared by EAPC as instruments of service shall remain the property of EAPC. EAPC shall retain all common lay, statutory and other reserved rights, including the copyright there to.

CD CONSTRUCTIONDOCUMENTS

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20163341

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BISMARCK

BISMARCK HIGH

SCHOOL

AUDITORIUM AND

GYM ADDITIONS

BISMARCK PUBLIC

SCHOOL DISTRICT

BUILDING ACCESS

CONTROL

NORTH DAKOTA

TELE FAX

www.eapc.net

Grand Forks ND Fargo ND Bismarck ND

Williston ND Minot ND Norwich VT

Bemidji MN Buenos Aires ARG

116 W. Main Ave., Suite A, Bimarck ND 58501

Sioux Falls SD

St. Paul MN

701.258.3116 701.223.7983

1/16" = 1'-0"A010

1 BUILDING ACCESS PLAN - GYM FLOOR

1 ADDENDUM #1 3/2/2018

#14

#15

#16

114113

111

102

104

106

101

103

105

107

109

108

110


1



CARDACCESS


DOOR POSITIONSWITCH

A101A / A101B / A101C

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

A103A / A103B / A103C

A111C

A126B

A1001

A1003

E001A

E008

B1002A

E011A / E011B / E011C

B102A / B102B

A118B

X X

A111B

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X

X

X X

X X

X X

X X

X X

X X

X

X

X

X X

X X

X X

X X




NOTES

EXSTG.

EXSTG.

EXSTG.

NEW

NEW

NEW (E011C)

NEW (A103C)

O.H. DOOR

O.H. DOOR

O.H. DOOR

1718


Signature:

Date: REG. NO. :

Plo

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File

Lo

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Drawing Title

COPYRIGHT:

CHECKED BY:

DRAWN BY:

PROJECT NO:

STATE

CITY

PROJECT DESCRIPTION

DESCRIPTION DATE

ISSUE DATES

CLIENT

MARK



02/22/2018

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BISMARCK

BISMARCK HIGH

SCHOOL

AUDITORIUM AND

GYM ADDITIONS

BISMARCK PUBLIC

SCHOOL DISTRICT

BUILDING ACCESS

CONTROL

NORTH DAKOTA

TELE FAX

www.eapc.net





Sioux Falls SD

St. Paul MN

701.258.3116 701.223.7983

1/16" = 1'-0"A011

1 BUILDING ACCESS PLAN - FIRST FLOOR SOUTH

1 ADDENDUM #1 3/2/2018

WD

#13

#12

#11

#10(A118B)

A126BA111C

#9

A1001

A101A

A1003

#7

#6(B102A/B102B)

B1002A

A101BA101C

A103AA103BA103C

A111B

115

114113

KnaakCenter

#8


1



CARDACCESS


DOOR POSITIONSWITCH

A101A / A101B / A101C

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

A103A / A103B / A103C

A111C

A126B

A1001

A1003

E001A

E008

B1002A

E011A / E011B / E011C

B102A / B102B

A118B

X X

A111B

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X

X

X X

X X

X X

X X

X X

X X

X

X

X

X X

X X

X X

X X




NOTES

EXSTG.

EXSTG.

EXSTG.

NEW

NEW

NEW (E011C)

NEW (A103C)

O.H. DOOR

O.H. DOOR

O.H. DOOR

1718


Signature:

Date: REG. NO. :

Plo

t D

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:

File

Lo

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:

Drawing Title

COPYRIGHT:

CHECKED BY:

DRAWN BY:

PROJECT NO:

STATE

CITY

PROJECT DESCRIPTION

DESCRIPTION DATE

ISSUE DATES

CLIENT

MARK



02/22/2018

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AUDITORIUM AND

GYM ADDITIONS

BISMARCK PUBLIC

SCHOOL DISTRICT

BUILDING ACCESS

CONTROL

NORTH DAKOTA

TELE FAX

www.eapc.net





Sioux Falls SD

St. Paul MN

701.258.3116 701.223.7983

1/16" = 1'-0"A012

2 BUILDING ACCESS PLAN - FIRST FLOOR NORTH

1 ADDENDUM #1 3/2/2018

Bismarck High SchoolAuditorium AdditionsBismarck, North Dakota

Addendum E-1

March 2, 2018Divisions 26, 27, 28 – Page 1

ADDENDUM E-1

Commission No. 16593

PRAIRIE ENGINEERING, P.C.619 RIVERWOOD DRIVE, SUITE 205BISMARCK, NORTH DAKOTA 58504

THIS ADDENDUM SHALL BECOME A PART OF THE PLANS AND SPECIFICATIONS AND

ITS RECEIPT SHALL BE NOTED ON THE BID FORM.

DRAWING ITEM #1. Drawing Sheet E002, Detail 1/E002

A. Provide one 4″ conduit from transformer primary north to MDU pole along NE edge of property. Approximately 205′ from transformer. Coordinate exact conduit location with MDU. See Detail 1/E304-A, Note 12.

DRAWING ITEM #2. Drawing Sheet E201-A, Detail 1/E201-A

A. Relabel Type A1 luminaire in Room A106 to Type A.


A. Note L42 – Revise note to read “dusk to dawn.”

DRAWING ITEM #4. Drawing Sheet E205-A, Luminaire Schedule

A. Revise Type A luminaire as follows: 2′x2′ recessed architectural led luminaire with concave diffuser, 1% dimming driver, and 3,300 lumens at 4000K color temp.

B. Delete Type A1 luminaires.

C. Type J clarification, luminaire will be recessed in sheetrock ceiling with lens flush with ceiling.

D. Type L, Provide wire guard over lens.

E. Delete Type L1 luminaire.

F. Type O: Provide 60W incandescent/halogen lamps to match color temperatures of theatrical flood lights.

G. Type AA and AA1 lights shall be mounted on 25′ round tapered steel pole.


A. Revise Note 12 to provide one 4″ conduit stubbed out to MDU pole as indicated above.

DRAWING ITEM #6. Drawing Sheet E306-A, Motor & Equipment Schedule

A. Rename EF-8 to EF-1 to match Mechanical nomenclature.


Addendum E-1


B. Revise ERU-3 to include VFD by ATC similar to ERU-1. See Detail 1/E306-A for installation requirements.

C. Add 120V, 1-phase, 12 FLA sump pump, SP-2, to the schedule. Pump shall be cord & plug with integral float and alarm panel.


A. Add Rescue Assistance System to the project. Mount annunciator panel in Vestibule A103 adjacent to FARA panel. See attached Drawing Sheets 1 and 2 for system details. Mount system power supply in Mechanical Room A206. See attached Specification 275410.


A. Mount Rescue Assistance System Call Station in Room A201 on Stairs wall.

DRAWING ITEM #9. Drawing Sheet E300-B, Detail 1/E300-B

A. Provide electrical connection to elevator sump pump, SP-2, located in Room B013. Extend circuitry to spare circuit in Panel GP9 as required.

DRAWING ITEM #10. Drawing Sheet E400-B, Detail 2/E4300-B

A. Delete Note 6 shown on Communications Riser.

DRAWING ITEM #11. Drawing Sheet E200-C, Detail 1/E200-C

A. Replace Type N lights with Type F strip lights in Rooms C003, C004, and C006.

DRAWING ITEM #12. Drawing Sheet E200-E, Detail 3/E200-E

A. Rename fan EF-8 to EF-1.

DRAWING ITEM #13. Drawing Sheet E101-G, Detail 1/E101-G

A. Under Alternate #7, replace the existing fused disconnect switch in Existing Elevator Equipment Room G103 with a 100A power module as listed in the M&E Schedule. Extend #2 AWG conductors to the new elevator equipment from the power module as required. See Motor & Equipment Schedule EV-3 for requirements.

SPECIFICATION ITEM #1. Section 265100 – Common Work Results for Electrical, 1.2I

A. Clarification: Alternate #8 includes removing the existing luminaires and installing new luminaires in the center and south courts along with associates wiring changes. The luminaires above and below the track are included under base bid. The luminaires being replaced to the south of the gymnasium are included under base bid.

SPECIFICATION ITEM #2. Section 265100 - Luminaires

A. Include the following section 265100.1.05.

i) Luminaire Allowances


Addendum E-1


a) Where luminaires are specified in the schedule by allowance, the specified amounts are based on Manufacturer cost and include costs for the following:

(1) Luminaire and luminaire accessories.

(2) Placement of order within six months’ time of Bid opening date.

b) Cost not included in allowance, to be covered in Contractor’s Bid are the following:

(1) Distributor profit mark-up.

(2) Contractor profit mark-up.

(3) Installation of luminaire and Contractor handling.

(4) Applicable taxes.

(5) Shipping costs.

(6) Manufacturer escalation costs between the order date past six months’ time. Contractor shall coordinate exact timing of luminaire order placement and shipping with manufacturer to obtain the specified equipment at the quoted price.

c) Manufacturer’s quoted price for the following types are:

Type PriceBB (Eaton #ARB-Series) $2,200.00 each

SPECIFICATION ITEM #3. Section 275116 – Public Address System

A. 2.2B-2e: Include equal equipment by Dynacord #C Series.

B. 2.2E-1d: Include equal equipment by Shure #SCM268.

SPECIFICATION ITEM #4. Section 275117 – Auditorium AV System

A. Relabel heading to read 275117 – Auditorium AV System.

SPECIFICATION ITEM #5. Section 275410 – Rescue Assistance System

A. Add Section 275410 to the project.

SPECIFICATION ITEM #6. Section 283111 – Fire Alarm & Detection, 283111-3.2

A. Add section G to read as follows:

i) Additional Devices


Addendum E-1


a) Provide additional devices to be to be installed in areas lacking coverage as indicated by Engineer and remaining to be turned over to Owner once project is completed.

(1) Visual Notification Appliances: 8.

(2) Smoke Detectors: 12.

(3) Heat Detectors: 8.

CONTINGENT UPON MEETING ALL SPECIFICATIONS, FOLLOWING ITEMS ARE

ACCEPTABLE FOR BIDDING:

Section 260943 – Lighting Control System- Lighting control systems supplied by ILC.- Ceiling and wall sensors by LSI-Industries.

Section 265100 - Luminaires:

Type Manufacturer Catalog Number

A Lithonia

LSI-Industries

Philips

2ALL2-Series

TRI22-Series

2CAG-Series

B Finelite

Metalumen

HP-6-Series

S6-Series

C Lithonia

Philips

EPANL-Series

2FXP-Series

E Emergi-Lite

LSI-Industries

EL2LED-Series

LED-52-Series

E1, E2 Emergi-Lite

LSI-Industries

DXN1G-Series

EXC-Series

F-Series Lithonia

LSI-Industries

Philips

CLX-Series

SDL-Series

2FXP-Series

G Philips

Vantage

C6SN-Series

V6CRS-Series

H Philips

Vantage

C6P-Series

VP-614PLED-Series

J-Series Finelite

Lumium

Metalumen

HP-2-Series

IR2-Series

RM2D-Series


Addendum E-1


K-Series Oracle 4-OC1-Led

L-Series Oracle

Philips

CB6-Series

FBX-Series

M-Series Eclipse

LC Doane

Luminaire

574-Series

VSA-Series

CLF74-Series

N-Series Philips

Vantage

C4L-Series

V4COR-Series

O Airey Thompson

Celestial

2+2-Series

AQR-Series

P Finelite

Metalumen

HP-6-Series

S6-Series

AA LSI-Industries

Visionaire

XALM-Series

VMX-Series

AA1 LSI-Industries

Visionaire

XALM-Series

VMX-Series

AA2 LSI-Industries

Visionaire

XALM-Series

VMX-Series

CC Lumascape

Philips

LS3150-Series

120-Series

DD Lumascape

Philips

WE-EF

LS411LED-Series

523-Series

FLC121-Series

GG-Series Oracle

Visionaire

OWS-Series

VSC-Series

END OF ADDENDUM E-1

NOTES:

H N

120 VOLTS

CIRCUIT

PANEL AP2

3

4

'SPARE'

(3) #18 AWG

(1) #18 AWG

SHIELDED PAIR

24 VOLTS DC

LOCATE IN ROOM A206

SD 1/DS2

ANNUNCIATORSUPPLYPOWER

ALL LOW VOLTAGE WIRING MINIMUM #18 AWG ENCLOSED IN CONDUIT.

EXACT WIRING TO BE IN ACCORDANCE WITH MANUFACTURER'S

INSTRUCTIONS.

STUB (1) 1'' CONDUIT INTO ACCESSIBLE CEILING SPACE FOR FUTURE

CIRCUITRY.

ADDITIONAL STATION CONDUCTORS MAY OCCUPY THE SAME HOMERUN.

MINIMIZE HOMERUN CONDUITS TO PANEL.

1.

2.

3

REFER TOSPECIFICATION27-5410.

CALL STATION

SD 2/DS2

TYPICAL

4

SHEETDRAWN BY SCALE DATE

Prairie Engineering P.C.Electrical and Mechanical Consulting Engineers

Bismarck and Minot, North Dakota

NTS DS1JMT 3/2/2018ADDENDUM E-1, DRAWING SHEET 1

BISMARCK HIGH SCHOOL AUDITORIUM

AND GYM ADDITIONS

BISMARCK, NORTH DAKOTA

NTSDS1

1 RESCUE ASSISTANCE RISER

PRESS ZONE BUTTON TO ANSWERCALL AND ACTIVATE INTERCOM

PRESS ZONE BUTTON AGAIN TO

TURN INTERCOM OFF

IF LINE FAULT LIGHT IS ON

CONTACT SERVICE PERSONNEL

RESCUE ASSISTANCE

PUSHTO

TALK

RELEASE

TO

LISTEN

POWER ON

RESET ALL ZONES

TYPICAL ENGRAVING

NO ENGRAVING RE-

QUIRED FOR SPARES

INTERCOM ON

LINE FAULT

ZONE CALL

ZONE CALL

LINE FAULT

INTERCOM ON

INTERCOM ON

LINE FAULT

ZONE CALL

ZONE CALL

LINE FAULT

INTERCOM ON

UPPER LEVEL

AUDITORIUM

SPARE

SPARE

SPARE

REFER TO SPECIFICATION27-5410.

RESCUE ASSISTANCE

2 GANG

CALL RECEIVED

WHEN LIGHT

FLASHING

PUSH FOR HELP

REFER TOSPECIFICATION27-5410.

SHEETDRAWN BY SCALE DATE

Prairie Engineering P.C.Electrical and Mechanical Consulting Engineers

Bismarck and Minot, North Dakota

NTS DS2JMT 3/2/2018ADDENDUM E-1, DRAWING SHEET 2

BISMARCK HIGH SCHOOL AUDITORIUM

AND GYM ADDITIONS

BISMARCK, NORTH DAKOTA

NTSDS2

1 RESCUE ASSISTANCE PANEL

NTSDS2

2 RESCUE ASSISTANCE CALL STATION

EAPC Project 20163341 RESCUE ASSISTANCE SYSTEM 275410 - 1

SECTION 275410 - RESCUE ASSISTANCE SYSTEM

PART 1 – GENERAL

1.1 DESCRIPTION

A. Work Included

1. Furnish and install a complete Rescue Assistance System.

B. Description of Work

1. System to operate as follows:

a. Voice communication is initiated by depressing the call station button transmitting

the signal to a central annunciator panel. A single pulse tone and lighted button

signals the caller that the alarm has been sent. The caller need not take any other

action to communicate with the central annunciator. A steady red LED and

intermittent tone will signal the central annunciator that a call has been received.

Upon pressing the appropriate zone button, the alarm is acknowledged, the red

LED begins flashing and a steady green light indicates the intercom has been

activated. The lighted button at the call station begins to flash and a single pulse

tone signals the caller that the alarm has been received. The central annunciator

operator can depress and release the "talk" button to talk and listen to the caller.

When the emergency is resolved, the central annunciator operator pushes a reset

button that restores the entire system to standby status.

b. In the event of a wiring fault, each annunciator zone button is equipped with a

yellow LED that will illuminate and an alarm that will sound identifying the area

requiring service.

c. The entire system shall comply with the Americans with Disabilities Act

Accessibility Guidelines 4.3.11.4.

1.2 SUBMITTALS

A. Shop Drawings

1. Submit information in accordance with Section 260500.

2. Show all details, including backbox dimensions, size and performance, etc.

B. Record Manuals

1. Submit information in accordance with Section 260500.

2. Include information for operating and maintaining the system, including wiring

diagrams, repair parts list, and all instructions accompanying equipment.


PART 2 – PRODUCTS

2.1 MANUFACTURER

A. The system specified is based on equipment as manufactured by Cornell Communications,

Inc. and other manufacturers as listed. All reference to model numbers and other pertinent

information is intended to establish the standards of operational concepts, performance,

quality and appearance which must be met.

B. Other acceptable manufacturers:

1. Alpha Communications

2. Jeron Electronic Systems

3. Rath Area of Rescue

4. Talk-A-Phone

2.2 EQUIPMENT

A. Annunciator

1. Provides audible and distinctive flashing visual station identification placed on all call

stations.

2. Selectable individual two-way communication with each call station.

3. Faceplate constructed of .125" thick anodized aluminum with permanently silk-

screened zone designations and operator instructions.

4. Switches:

a. Push-to-talk switch.

b. Switch with two internal LED indicators for each zone.

c. System reset switch.

5. Audible alarm emitting a minimum sound level of 90dB at 30 cm.

6. Zones: 4

7. Provided with recessed backbox for flush-mounting face plate.

8. Manufacturer: Cornell Communications, Inc. #4200 Series.

B. Call Stations

1. Provides audible and visual identification indicating a call has been initiated.

2. Provides two-way voice communication with system annunciator.

3. Push button call switch with red LED.

4. Audible alarm emitting a minimum sound level of 70dB at 30 cm.

5. Two-gang stainless steel faceplate with permanently silk-screened operator instructions.

6. Manufacturer: Cornell Communications, Inc. #4201B series.

C. Power Supply

1. Provided with battery back-up.

2. Input voltage: 120 VAC; output voltage: 24 VDC, 3 amps.

3. Provided with the back box for surface-mounting. Back box nominal: 16"H x 12"W x

5"D.

4. Manufacturer: Cornell Communications, Inc. #B-5243A.


D. Telephone Access Kit

1. Fully programmable auto dialer and digital annunciator.

2. Provides access to a public telephone system.

3. Places a call to a designated location via a public telephone line for alarm notification.

4. Powered from a 120 VAC outlet.

5. Manufacturer: Cornell Communications, Inc. #TAK-4200 series.

PART 3 – EXECUTION

3.1 STORAGE

A. Store Rescue Assistance System components in a cool, dry space prior to installation.

3.2 INSTALLATION

A. General

1. Install in accordance with Code, product listing, and manufacturer's recommendations.

2. All wiring to comply with all National, State, and Local Fire Codes.

3. Exercise particular care in the installation of control rough in boxes to ensure plumb

and level placement.

4. Conductors:

a. Quantity as required by manufacturer.

b. Color coding: Manufacturer/supplier requirements.

c. Enclosed in conduit.

5. Conduit:

a. Size per NEC.

6. Terminations

a. Connect all devices according to manufacturer's data.

b. Made on terminal strips with separate joint for each conductor.

c. Number-identify all conductors to agree with terminal strip numbering.

7. Locate devices as generally shown on Drawings and as specifically indicated on

installation instructions. Verify exact locations with the Architect prior to rough-in.

8. Where power supply is shown to be surface-mounted, provide 3/4" grade AD, fire-

resistant, gray painted (including edges), plywood backing.

9. Install power supply overcurrent protective device in location that is accessible only to

authorized personnel.

10. Provide 1/2" conduit from telephone access kit to nearest telephone terminal board (or

nearest data rack patch panel for buildings with VoIP telephone system), with four-pair

minimum Category 6 UTP voice cable terminated on programmable auto dialer.

11. Program telephone access kit such that upon phone pick up/emergency dial at a call

station, a call is place to the facilities security control room or other location as directed

by the Owner.

3.3 TESTING

A. Prior to final inspection, verify that the Rescue Assistance Program system is in proper

working condition. Furnish letter of verification to Engineer indicating that the system has

been tested. List date of test and names of those in attendance.


B. Notify Owner, Engineer, and local Fire Marshall or Fire Chief one week in advance of

scheduled tests. Division 26 Contractor responsible for test coordination and scheduling.

3.4 INSTRUCTIONS

A. Manufacturer's representative to instruct Owner in proper operation, maintenance and testing

of the complete Rescue Assistance System. Indicate on letter of verification, name of

Owner's representative receiving instructions.

B. Videotape instructions and include with Record Manuals in accordance with Section

260500.

3.5 CLEANING

A. Clean and vacuum interior to remove all wire and insulation scraps, dust and dirt.

B. Clean all exposed surfaces immediately prior to final inspection.

END OF SECTION 275410

PLAN HOLDERS LIST

Bismarck High School

Bismarck, ND

EAPC Project 20163341

BID DATE: Thursday March 15th, 2017

BIDS DUE: 1:00 PM

BIDS OPEN: 3:00 PM

PLAN HOLDER CONTACT PERSON ADDRESS CITY STATE ZIP PHONE FAX EMAIL

Bismarck Public Schools Darin Scherr Bismarck ND 58501

EAPC Architects Engineers Brett Donat 116 W Main Avenue, Suite A Bismarck ND 58501 701.258.3116 701.223.7983 [email protected]

Prairie Engineering - Electrical Jeremy Butman 619 Riverwood Dr. Suite 205 Bismarck ND 58504 701.258.3493 701.258.6857 [email protected]

CW Structural Tom Schanandore 1000 E. Calgary Ave. Suite 2 Bismarck ND 58503 701.221.3286 [email protected]

EAPC Architects Engineers - Mechanical Tyler C. 112 Roberts St. N #300 Fargo ND 58102 701.461.7222 [email protected]

Swenson, Hagen & Company Clint K. 909 Basin Ave Bismarck ND 58504 701.223.2600 [email protected]

Aberdeen Builders Exchange 302 N. Jackson Street Aberdeen SD 57401 605-225-4733 605-225-4733 [email protected]

Bismarck-Mandan Builders Exchange P. O. Box 550 Mandan ND 58554 701-667-4322 701-667-5217 [email protected]

CMD (Construction Market Data) Suite 500 Norcross GA 30092 770-417-4000 800-508-5370 www.reedplans.com

Construction Industry Center Box 1227 Rapid City SD 57709 605-343-5252 605-343-4591 [email protected]

Construction Plans Exchange 215 Airport Road Bismarck ND 58504 701-258-4215 701-258-1391 [email protected]

Dickinson Builders Exchange Drawer C Dickinson ND 58601 701-225-5115 701-225-5116 [email protected]

Duluth Builders Exchange 802 Garfield Avenue Duluth MN 58601 218-722-2836 218-722-2626 [email protected]

Fargo-Moorhead Bldrs. Exchange P. O. Box 10076 Fargo ND 58106 701-237-6772 701-232-1653 upload

Grand Forks Builders Exchange 2211 S. Washington St. Ste D Grand Forks ND 58201 701-772-7798 701-772-0387 [email protected]

McGraw Hill Const./Dodge Plan Rm. 1401 Glenwood Avenue No. Minneapolis MN 55405 612-381-2290 612-381-2295 http://upload.constsruction.com

Minnesota Builders Exchange 1123 Glenwood Avenue Minneapolis MN 55405 612-381-2620 612-381-2621 [email protected]

Minot Builders Exchange 2424 Burdick Expy East Minot ND 58701 701-838-5353 701-839-0638 mail or fax / [email protected]

Plains Builders Exchange 220 N. Kiwanis Ave. Sioux Falls SD 57104-2530 605-334-8886 605-334-0112 [email protected]. Cloud Builders Exchange 110 6th Ave S / P.O. Box 746 St. Cloud MN 56301 320-252-5832 320-251-0081 [email protected] Falls Builders Exchange 1418 "C" Avenue Sioux Falls SD 57104 605-357-8687 605-357-8655 [email protected]

Williston Builders Exchange 2108 - 4th Ave. West Williston ND 58801-3423 701-572-9460 701-572-2511 [email protected]

Capital City Construction 1501 E Calgary Ave Bismarck ND 58503 701-255-4002 701-222-0731 [email protected]

Northwest Contracting 2840 Valley Forge Street Bismarck ND 58503 701-255-7727 701-255-2825 [email protected]

FCI David 970-270-5654

Cofell's Plumbing & Heating, Inc. 1000 Industrial Drive, PO Box 875Bismarck ND 58502 [email protected]

H.A. Thompson & Sons Travis 911 S. 9th St. Bismarck ND 58504 701-223-3393 701-2231517 [email protected]

City Air Mechanical 3505 E Rosser Avenue Bismarck ND 58501 701-223-3775 701-223-6814 [email protected]

Central Mechanical Ben Yeager 4001 33rd Ave NW Mandan ND 58554 701-663-8552 [email protected]

Edling Electric PO Box 1451 Bismarck ND 58502 701-255-2831 701-255-2835 [email protected]

Skeels Electric Co PO Box 5009 Bismarck ND 58502-5009 701-223-5440 [email protected]

Fetzer Electric 2501 Angus Drive Bismarck ND 58504 701-751-3389 701-751-3390 [email protected]

BUILDERS EXCHANGES

GENERAL CONTRACTOR

MECHANICAL CONTRACTOR

ELECTRICAL CONTRACTOR

SUPPLIER

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