Paint Shop Addenda No. 1~1.pdf

ADDENDUM 1 Add #1 - 1

July 2023

ADDENDA NO. ONE (1) FOR

Secretary of State Paint Shop & Spray Room Project No: 22.09 Date of Issue: July 17, 2023

This addenda forms a part of the bidding and contract documents and modifies the original bidding documents, dated April 21, 2023.

GENERAL NOTES

SPECIFICATIONS

1. SPECIFICATION SECTION 03 30 00 – CAST-IN-PLACE CONCRETE;

A. ADD section in its entirety.

2. SPECIFICATION SECTION 10 28 00 – TOILET, BATH AND LAUNDRY ACCESSORIES;

A. REVISE paragraph 2.1.B to read as follows:

1. “B. Toilet Tissue Dispenser provided by owner, installed by contractor.”

B. REVISE paragraph 2.1.C to read as follows:

1. “C. Automatic Paper Towel Dispenser provided by owner, installed by contractor.”

C. REVISE paragraph 2.1.D to read as follows:

1. “D. Soap Dispenser provided by owner, installed by contractor.”

3. SPECIFICATION SECTION 31 23 16 – EXCAVATING, BACKFILLING & COMPACTING

FOR PAVEMENTS, ROADS, PARKING LOTS & SIDEWALKS;

A. ADD section in its entirety.

4. SECTION 283100 – FIRE ALARM AND SMOKE DETECTION SYSTEM

A. REVISE Section 2.1 to the following

2.1 FIRE ALARM CONTROL PANEL

A. Manufacturers / Suppliers

1. Notifier by Tech Electronics

B. Fire Alarm and Smoke Detection Control Panels (FACP)

1. Provide Notifier NFS-320

ADDENDUM 1 Add #1 - 2

2. System Capacity and General Operation:

a. The control panels shall provide sufficient capacity for the Analog Addressable Smoke and Heat Detectors, Addressable Monitor and Control Modules, and all other Intelligent/Addressable devices that are indicated on the plans and that are necessary to make the system fully functional and 20% spare device capacity for both the detector AND intelligent modules independently.

3. Each Fire Alarm control panel shall be provided with a locking door to prevent unauthorized access to any function or control. The 80-character LED display shall be visible through this door.

4. Each fire alarm control panel shall include a full featured operator interface control and annunciation panel which shall include a backlit 80-character Liquid Crystal Display, individual, color coded system status LEDs, and an alpha-numeric keypad for the Field Programming and Control of the Fire alarm System.

5. All programming of the system shall be achieved without special equipment and without interrupting the alarm monitoring functions of the Fire Alarm Control Panel.

6. The Central Processing Unit shall communicate with, monitor, and control all other modules within the control panel. Removal, disconnection or failure of any control panel module shall be detected and reported to the System Common Control Annunciator by the Central Processing Unit.

The Central Processing Unit shall contain and execute all control-by-event programs for specific action to be taken if an alarm condition is detected by the system. Such-control-by-event programs shall be held in non-volatile programmable memory, and shall not be lost even if system primary and secondary power failure occurs. The Central Processing Unit shall also provide a real-time clock for time annunciation of all system displays. The Time-of-Day and date shall not be lost if system primary and secondary power supplies fail.

7. The System Display shall be the system common control/annunciator, and shall provide all the controls and indicators used by the system operator and may also be used to program all system operational parameters. The Display Interface Assembly shall contain, and display as required, the custom alphanumeric labels for all Intelligent Detectors and Addressable Modules on an 80-character alphanumeric Liquid Crystal Display. Such label information shall be stored in programmable non-volatile memory.

8. Activation of the system Test Switch shall initiate an automatic test of all Intelligent/Addressable detectors in the system. The System Test shall activate the electronics in each intelligent sensor, simulating an alarm condition and causing the transmission of the alarm condition from that sensor to the Fire Alarm Control Panel. The Fire alarm Control panel shall interpret the data from each sensor installed in the system. A report

ADDENDUM 1 Add #1 - 3 summarizing the results of this test shall be displayed automatically on the System Liquid Crystal Display.

9. Means shall be provided for adjusting the sensitivity of any or all analog intelligent detectors in the system from the system keypad. Sensitivity range shall be within the allowed NRTL window, and shall be a HIGH/MEDIUM/LOW selection. These levels shall be adjustable from the Workstation Software located in the Command Center.

10. Each of the Intelligent/Addressable Smoke Detectors in the system shall be independently selected and enabled to be an alarm verified detector.

The Alarm Verification Function shall be from 5-50 seconds and each detector shall be able to be enabled/disabled during the field programming of the system, or anytime after system turn-on.

11. The system will be able to generate and print a summary of all of the Detectors, Modules and Pullstations that are currently active in the system. This printout will require password protection to prevent unauthorized user access, and will automatically print the system report using keys. No computer expertise will be required to initiate the System Report sequence.

12. The Fire Alarm Control Panel shall contain a History Buffer that will be capable of storing up to 300 system output/input/control activations. Each of these activations will be stored and time and date stamped with the actual time of the activation, until a password authorized operator requests that the contents be displayed. The contents of the History Buffer may be manually reviewed, one event at a time, and the actual number of activations may also be displayed.

13. The Fire Alarm Control Panel shall automatically interrogate each Intelligent System Detector and shall analyze the detector responses over a period of time. If any Intelligent Detector in the system responds with a reading which is below 20% of normal limits (for 5 out of 6 polls), or above 80% of normal limits for a period of 24 hours, then the system will enter the Trouble Mode, and the particular Intelligent Detector will be annunciated on the System Display, and printed on the future System Printer.

14. When a fire alarm condition is detected and reported by one of the system initiating devices or appliances, the following functions shall immediately occur:

15. A local signal in the control panel shall sound.

16. The 80-character LCD display shall indicate all information associated with the Fire Alarm condition, including: type of alarm point, its location within the protected premises, and the time and date of that activation.

All system output programs assigned via control-by-event equations to be activated by the particular point in alarm shall be executed including:

Alarm Notification Devices, control relays for door release, and AHU

ADDENDUM 1 Add #1 - 4 shutdown.

17. The fire alarm control panel shall contain auxiliary contacts, one to close when the system enters the trouble mode, and a separate auxiliary contact to close when the system enters into alarm.

18. Power supply: Adequate to serve control panel modules, and all alarm signaling devices. Include battery operated emergency power supply with capacity for operating system in standby mode for 24 hours followed by alarm mode for 15 minutes.

19. Provide all necessary firmware and software updates to existing fire alarm network to connect new panel to existing network.

DRAWINGS

1. Sheet A1.0 – Floor Plan;

A. See ADD 1.0 – Partial Floor Plan for additional site work required on north side of building.

2. Sheet A2.0 – Reflected Ceiling Plan;

A. REVISE Keynote 902 to read as follows:

1. “902. Install new surface mounted toilet paper dispenser provided by owner. Mount bottom of dispenser 15” minimum above finished floor and 9” in front of water closet measured to the centerline of the dispenser.”

B. REVISE Keynote 906 to read as follows:

1. “906. Install new paper towel dispenser provided by owner. Mount 44” to bottom of unit.”

C. REVISE Keynote 913 to read as follows:

1. “913. Install new soap dispenser provided by owner. Mount 44” to bottom of unit.”

D. Detail 5/A2.0 – Large Scale Plan – Toilet;

1. “INSTALL owner provide hand sanitizer dispenser on east wall adjacent to Door

105. Mount 44” to bottom of unit. Coordinate exact location with A/E.”

3. Sheet E0.0 – ELECTRICAL SYMBOLS AND ABBREVIATIONS (NOT REISSUED) A. REVISE Communication outlet discurision to read “COMMUNICATION OUTLET.

MOUNT 18" A.F.F. U.N.O. PROVIDE 2-GANG BOX WITH 1-GANG RING AT 18"

A.F.F. AND CABLING IN 3/4" CONDUIT WITH PULLSTRING STUBBED INTO

ACCESSIBLE CEILING SPACE. PROVIDE BUSHING AND SEALANT IF NEEDED.

PROVIDE QUANTITY OF JACKS TO MATCH REQUIRED DATA CABLES AND

PROVIDE FACEPLATE. 'D' INDICATES CABLING REQUIREMENTS (SEE BELOW).

NO CABLING REQUIREMENT INDICATES FUTURE LOCATION. PROVIDE BLANK

FACEPLATE.

4. Sheet E1.0 – ELECTRICAL SITE PLAN (NOT REISSUED) A. REVISE keyed note 6 to read “provide 3” communication conduit…”

ADDENDUM 1 Add #1 - 5

5. Sheet E4.0 – FIRST FLOOR SYSTEMS PLAN (NOT REISSUED) A. ADD the following to the end of keyed note 3 “…Route conduits in same trench as power conduits. Maintain at least 12” between power and communications conduits.”

6. SHEET E5.0 – ELECTRICAL ONE-LINE DIAGRAM (NOT REISSUED)

A. REVISE Feeder ‘A’ to the following Phase wire – six (6) 250kcmil, Neutral – two (2)

250kcmil, Ground – two (2) #4 , Conduit – two (2) 2-1/2”.

7. SHEET E7.0 – ELECTRICAL DETAILS (REISSUED)

A. REVISE detail 4/E7.0. See attached reissued sheet.

CLARIFICATIONS

1. QUESTION:

PRODUCT SUBSTITUTIONS

Attachments:

(8) Section 033000 – Cast-In-Place Concrete

(4) Section 312116 – Excavating, Backfilling & Compacting

(1) Full Size Re-issued sheets: E7.0

(1) Sheet No. ADD 1.0

END OF SECTION

DIVISION 3 - CONCRETE

Section 03 30 00 – Cast-In-Place Concrete

ADDENDUM NO. 1

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PART 1 GENERAL

1.1 SECTION INCLUDES

A. Base Bid:

1. Contractor provide:

a. Cast-in-place concrete work specified and indicated on drawings.

b. Floors and slabs on fill with vapor barrier.

c. Equipment pads for mechanical equipment.

d. Be responsible for testing, see Section 01 45 29 and see 1.3,D,3.

1.2 RELATED WORK

A. Specified elsewhere:

1. 01 11 00 - Summary.

2. 21 23 18 – Excavating, Backfilling and Compacting for Pavements, Roads, Parking Lots &

Sidewalks.

1.3 QUALITY ASSURANCE

A. Qualifications of ready-mix plant: IDOT certified concrete plant.

B. Regulatory requirements.

1. See 01 11 00.

C. Source quality control: Employ an approved independent testing laboratory to prepare mix designs for each class of concrete. Obtain Architect/Engineer's acceptance of each mix design prior to ordering concrete delivery.

D. Workmanship

1. Correct concrete work which does not conform to the specified requirements, including strength, tolerances and finishes. Correct deficient concrete as directed by the

Architect/Engineer.

2. Concrete mix proportions may be determined by laboratory tests or by field test methods, complying with ACI 211.1-81. Submit written reports to the Architect/Engineer of each proposed concrete mix. Information submitted to the Architect/Engineer shall be current.

3. Concrete testing service: The Contractor will employ an approved independent testing laboratory to perform concrete quality evaluation tests.

4. Quality Control Testing During Construction: Concrete shall be sampled and tested for quality control during the placement of concrete, as follows: Sampling Fresh Concrete:

ASTM C172-87, but modified for slump to comply with ASTM C143-78.

5. Compression test specimens: ASTM C31-69; for each test provide one (1) set of three (3) cylinders for each 50 cubic yards or fraction thereof of each mix design of concrete placed in any one day. Specimens shall be cured under laboratory conditions except that when in the

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BRiC/RTM: 2043-04H Capitol Complex opinion of the Architect/Engineer there is a possibility of the surrounding air temperature falling below 40 degrees F. he may require additional specimens to be cured under job conditions. In hot weather or periods of low humidity the Architect/Engineer may also require additional test specimens. Slump tests shall be made and recorded each time cylinders are made. Field test cylinders shall be made by the testing laboratory in the presence of the

Architect/Engineer or his representative.

a. The testing laboratory shall make, tag and care for all concrete cylinders. Tags shall indicate date, time, and approximate strength of the concrete.

b. When the average strength of the laboratory control cylinders for any portion of the structure falls below the required compressive strength, or when more than one test in ten has an average value less than 90 percent of the specified strength, the

Architect/Engineer shall consider the concrete to be deficient and may require load tests on the structure in areas where the tests are representative, at no cost to the

Owner.

6. Compressive Strength Tests: ASTM C39-81; take one set of test samples on each day that concrete is placed for the following items:

a. Footings, and foundation walls.

b. Slabs on grade.

7. Testing laboratory will report test results in writing to the Architect/Engineer and the

Contractor on the same day that tests are made. Reports of compressive strength tests will contain the project identification name and number, date of concrete placement, name of

Contractor, name of concrete supplier and truck number, name of concrete testing service, concrete type and class, location of concrete batch in the structure, design compressive strength at 28 days, concrete mix identification number, compressive breaking strength and type of break for both 7-day tests and 28-day tests.

1.4 REFERENCES. Specified references, or cited portions thereof, current at date of bidding documents unless otherwise specified, govern the work. In conflict between specified codes and standards and project specifications or regulatory requirements make written request to Architect/Engineer for decision regarding governing requirements. Do not perform any work until receipt of Architect/Engineer's written instructions.

A. American Concrete Institute (ACI):

1. ACI 304 "Recommended Practice for Measuring, Mixing, Transporting and Placing

Concrete."

2. ACI 305R "Recommended Practice for Hot Weather Concreting."

3. ACI 306R "Recommended Practice for Cold Weather Concreting."

4. ACI 309 "Recommended Practice for Consolidation of Concrete."

5. ACI 318 "Building Code Requirements for Reinforced Concrete."

B. Concrete Reinforcing Steel Institute (CRSI):

1. CRSI Manual of Standard Practice.

2. CRSI Placing Reinforcing Bars.

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C. Illinois Department of Transportation (IDOT): Standard Specifications for Road and Bridge

Construction adopted January 1, 2022, including Supplemental Specifications and Recurring

Special Provisions, Adopted January 1, 2022.

1. Section 420 – Portland Cement Concrete Pavement.

2. Other sections and articles as referenced and appropriate.

1.5 SUBMITTALS

A. Concrete Mix Report: For each proposed concrete mix, submit three (3) copies of the test mix report showing the proportions of cement, aggregate, fine aggregate, water, admixtures and 28-day compressive tests with air-entrainment and slump results. Submit report at least 15 days prior to start of concrete pouring. Submit current concrete test cylinder results not over two months old, when mix has been previously supplied by concrete supplier. Results shall indicate 28-day strength, air-entrainment, and slump.

B. Submit manufacturer's specifications for flowable concrete admixtures, including recommendations for mixing, handling and installation.

C. Provide manufacturer's representative for the flowable concrete admixtures at the site at the beginning of placing of concrete. Submit written certification from the manufacturer's representatives that all equipment and procedures being used are acceptable to the manufacturers.

D. Product Data: Reinforcement & Welded Wire Fabric.

PART 2 PRODUCTS

2.1 MATERIALS

A. Portland Cement:

1. ASTM C150-81, Type I (Normal).

2. ASTM C150-81, Type III (High-early strength).

B. Aggregates: ASTM C33-82, and as herein specified. Provide aggregates from a single source for all exposed concrete.

1. Fine aggregate: Clean, sharp natural sand free from loam, clay, lumps or other deleterious substance. IDOT gradation FA-1.

2. Coarse aggregate for normal weight concrete: Clean, uncoated, processed aggregate of crushed stone. IDOT gradation CA-11.

C. Water shall be fresh and potable. Water shall be obtained from the City water system.

D. Air-Entraining Admixtures: ASTM C260-77. All concrete shall be air-entrained through the use of

"Daravair" by W.R. Grace, "SikaAer" by Sika, "MBVR" by Master Buildings, "Aerolith" by

Sonnebar-Desoto, or "Air-Mix" by Euclid, to produce 6% (+ 1%) entrained air.

E. Do not use calcium chloride in any concrete.

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F. Admixtures: ASTM C494-81, Type A. Water reducing, set-controlling admixture.

1. Melment, American Admixtures and Chemicals Corporation.

2. WRDA-19, W. R. Grace and Company.

3. "Flowable Concrete", Master Builders.

2.2 PAVEMENT MATERIALS

A. Provide all materials in accord with referenced Sections, Articles of IDOT Specifications and IDOT approved material sources. References to Engineer performed tests do not apply.

2.3 RELATED MATERIALS

A. Expansion joint materials, ASTM D1751, Type I premolded, resilient, nonextruding, thickness as indicated on the drawings times full depth of slab.

B. Patching Mortar: Provide re-wettable bonding agent. Approved products: "Euco-Weld" by Euclid

Chemical Co., "Thorobond" by Thoro Systems Products; "Duraweld PBA" by W. R. Grace; or, "Sikatop 121" by Sika Corporation.

C. Polyethylene film for on-grade application, 10 mil thick.

D. Non-shrink Grout: Premixed compound consisting of non-metallic aggregate, cement, water reducing and plasticizing agents; capable of developing minimum compressive strength of 6,000 psi in 28 days.

E. Curing Compound: All exterior slabs, walks, etc., shall be cured/sealed with "Super Floor Coat" or

"Super Rez-Seal" by the Euclid Chemical Co., or "Masterseal" by Master Builders, or "Dekote 800" by A. C. Horn, Inc. All interior slabs shall be moist-cured.

F. Hardener: All interior floor slabs that are scheduled to remain exposed and not receive a floor finish shall receive two (2) coats of "EUCO Surflex" by Euclid Chemical Co., or "Colocron" by

Master Builders or "Harcol" by Sonneborn Desoto, Inc. Surfaces to receive a hardener shall be moist-cured and shall not be treated with a membrane-curing compound. Color of hardener to be clear.

2.4 MIXES

A. Proportioning and Mixing:

1. Proportion mixes by either laboratory trial batch or field experience methods, using materials to be employed on the project complying with ACI 211.1-81.

2. Submit written reports to the Architect/Engineer of each proposed mix for each class of concrete in accordance with 2-03, A, 4 in sufficient time to be reviewed before concrete work commences. Do not begin concrete production until mixes have been approved in writing by the Architect/Engineer.

3. When field experience methods are used to select concrete proportions, establish proportions as specified in ACI 301-72. Strength data for establishing standard deviation will be considered suitable if the concrete production facility has current certified records consisting of at least 30 consecutive tests in one group or the statistical average for two groups totaling 30 or more tests, representing similar materials and project conditions.

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4. Concrete shall conform to the following:

a. Mix A -- Pumpable Concrete.

(1) Minimum compression strength at 28 days: 4,000 psi.

(2) Minimum amount of cement: 6.11 hundredweight per cubic yard.

(3) Water: Hold to minimum in accordance with recommendations of admixture supplier.

(4) Admixtures: As specified in 2-01., F.

b. Mix B -- Non-Pumpable Concrete.

(1) Minimum compressive strength at 28 days: 4,000 psi.

(2) Minimum amount of cement: 5.64 hundredweight per cubic yard.

(3) Maximum amount of water: 275 pounds per cubic yard (33 gallons).

(4) Admixtures: Air-entraining admixture only.

5. Mix design adjustments may be requested by the Contractor when characteristics of material, job conditions, weather, test results, or other circumstances warrant, subject to approval by the Architect/Engineer. Laboratory test data for revised mix and designs and strength results shall be submitted to and subject to approval by the Architect/Engineer before using it in the work.

6. Furnish the Architect/Engineer, for approval, a mix design for flowable concrete which indicates the total weight of water, cement, coarse aggregate, fine aggregate, percentage of air and also grain size curves for both aggregates. After approval of the mix design by the

Architect/Engineer and as soon as possible after the contract is awarded, the concrete supplier shall make a trial mix of at least one cubic yard for each type of concrete specified.

The testing laboratory shall cast four test cylinders from each design mix and submit 7-, 14-and 28-day breaks to the Architect/Engineer.

7. Ready-Mix Concrete shall be mixed and delivered in accordance with ASTM C94-81, "Specifications for Ready-Mix Concrete" and shall meet other applicable requirements of this section of the specifications.

B. Admixtures:

1. Use air-entraining admixture in all concrete, to produce 6% (+ 1%) entrained air. Interior slabs shall not be air-entrained.

2. Admixtures to provide workable flowing concrete suitable for pumping.

C. Slump Limits:

1. Proportions and design of concrete mix shall result in concrete slump at the point of placement of not less than two inches and not more than five inches.

2. Addition of water to a batch with insufficient slump will be permitted only upon the express direction of the Architect/Engineer.

3. During hot weather, or under conditions contributing to rapid setting of concrete, a shorter mixing time than specified in ASTM C94-81 may be required:

a. When the air temperature is between 85 degrees F. and 90 degrees F. reduce the mixing and delivery time from 1 1/2 hours to 75 minutes, and when the air temperature is above 90 degrees F., reduce the mixing and delivery time to 60 minutes.

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PART 3 EXECUTION

3.1 EXPANSION JOINTS

A. Expansion joints shall be located where concrete slabs on grade abut foundation walls, pedestals, or other fixed structures.

B. Expansion joints shall be installed at right angles to the concrete surface and shall extend through the full depth or thickness of the concrete.

C. Expansion joint material shall be cut-back from the surface of the concrete a minimum of 3/8 inch and filled flush with the surface with sealant, tooled smooth.

3.2 PLACING CONCRETE

A. Construction joints: Locate and install as shown on the drawings.

B. Placement: Deposit concrete continuously or in layers of such thickness that no concrete will be placed on concrete which has hardened sufficiently to cause the formation of seams or planes of weakness within the section. When a section cannot be placed continuously, provide construction joints as specified. Deposit concrete as nearly as practicable to its final location to avoid segregation due to re-handling or flowing.

C. Pre-Placement Inspection:

1. Before placing concrete, inspect and complete the formwork installation, reinforcing steel, and items to be embedded or cast-in. Notify other crafts to permit the installation of their work; cooperate with other crafts in setting such work.

2. Notify the Architect/Engineer at least 24 hours in advance of concrete placement.

Placement of reinforcing shall occur in such sequence that the Architect/Engineer has sufficient time to inspect the correctness of the reinforcing within the placement area and retains the right to require necessary revisions be made before concrete is placed.

3. At footings excavations, exposed soils shall be probed by testing laboratory representative with a calibrated penetrometer. Should soils with less than the specified bearing pressure be encountered, soils shall be excavated and replaced – See Sections 02 30 00 and 31 23 18.

D. Placing Concrete in Forms:

1. Clean out all chips, sawdust, dirt and other foreign matter from forms and assure that inside of forms are free of frost. Remove all dirt, debris, and water from trenches and other excavations. Remove all dirt, debris and mud from tops of footings before pouring pedestals or walls.

2. Deposit concrete in forms in horizontal layers not deeper than 18 inches and in a manner to avoid inclined construction joints.

3. Consolidate placed concrete by mechanical vibrating equipment supplemented by hand-spading, rodding or tamping. Use vibrators designed to operate with vibratory element submerged in concrete.

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4. Do not use vibrators to transport concrete inside of forms. Insert and withdraw vibrators vertically at uniformly spaced locations not farther than the visible effectiveness of the machine. Do not insert vibrators into lower layers of concrete that have begun to set. Limit the duration of vibration to the time necessary to consolidate the concrete and complete embedment of reinforcement and other embedded items without causing segregation of the mix.

5. Dropping the concrete a distance of more than 6 feet or depositing a large quantity at any point and running or working it along the forms will not be permitted. An "elephant trunk" shall be used for all pours which are over 6 feet high.

E. Placing Concrete Slabs on Grade:

1. Concrete floor slabs on grade shall be placed over a well compacted subgrade.

2. Place a compacted granular fill, over subgrade,; 4 inches thick. Roll or tamp fill until thoroughly compacted.

3. Lay polyethylene plastic vapor barrier over fill.

a. Joints lapped six inches and properly taped or sealed.

b. Turned up four inches at edges of slabs.

c. Stretch and weight edges and laps to maintain their positions until concrete is placed.

d. All laps in vapor barrier shall be made in the direction of the placing of concrete.

4. Place concrete of specified thickness and strike off at proper levels to receive specified finishes.

F. Cold Weather Placing:

1. Protect concrete work from physical damage or reduced strength, which could be caused by frost, freezing actions, or low temperatures, in compliance with ACI 306R.

2. When air temperature has fallen to or is expected to fall below 40 degrees Fahrenheit, uniformly heat all water and aggregates before mixing as required to obtain a concrete mixture temperature of not less than 50 degrees F., and not more than 80 degrees F. at point of placement.

3. Do not use frozen materials or materials containing ice or snow. Do not place concrete on frozen subgrade or on subgrade containing frozen materials. Do not use calcium chloride, salt or other materials containing antifreeze agents or chemical accelerators.

G. Hot Weather Placing:

1. When hot weather conditions exist that would seriously impair the quality and strength of concrete, place concrete in compliance with ACI 305R.

2. Cool ingredients before mixing to maintain concrete temperature at time of placement below

90 degrees F. Mixing water may be chilled, or chipped ice may be used to control the concrete temperature, provided the water equivalent of the ice is calculated to the total amount of mixing water. Cover reinforcing steel with water-soaked burlap if it becomes too hot, so that the steel temperature will not exceed the ambient air temperatures immediately before embedment in concrete. Wet forms thoroughly before placing concrete.

3. Do not use retarding admixtures without the prior written approval of the Architect/Engineer.

3.3 FINISHING CONCRETE

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A. Floors: Trowel finish.

B. Concrete slabs shall be struck off to a true, proper level. Slabs shall be placed at proper levels or depressed to receive finished flooring materials.

1. Carpet.

2. Floor hardener.

C. Broom Finish.

1. Provide Broom Finish at all pavements by drawing a coarse broom across the concrete surfaces perpendicular to the direction of traffic. Repeat operation as necessary to provide a uniformed lined texture.

3.4 CONCRETE CURING AND PROTECTION

A. Protect freshly placed concrete from premature drying and excessive cold or heat, and maintain without drying at a relatively constant temperature for a period of time necessary for hydration of cement and proper hardening.

B. Start initial curing as soon as free water has disappeared from concrete surface after placing and finishing. Weather permitting, keep continuously moist for not less than 72 hours.

C. Before final curing procedures immediately following initial curing and before concrete has dried.

Continue final curing for at least seven days and in accord with ACI 301. Avoid rapid drying at end of final curing period.

END 03 30 00

DIVISION 31 - EARTHWORK

Section 31 23 16 - Excavating, Backfilling & Compacting for

Pavements, Roads, Parking Lots & Sidewalks

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Capitol Complex

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary

Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section Includes:

1. Shoring and brace excavations.

2. Placing and compacting fills to rough grade elevations.

3. Dewater excavations.

B. Related Requirements:

1. Section 03 30 00 – Cast-In-Place Concrete.

1.3 REFERENCES.

A. Specified references or cited portions thereof, current at date of bidding documents unless otherwise specified, govern work.

1. American Society for Testing and Materials (ASTM):

a. ASTM D698: Test Methods for Moisture-Density Relations of Soil and Soil-

Aggregate Mixtures using 5 lb. Rammer and 12 in. Drop.

2. Illinois Department of Transportation (IDOT): Standard Specification for Road and

Bridge Construction, adopted January 1, 2022, including Supplemental Specification and

Recurring Special Provisions, Adopted January 1, 2022.

1.4 SITE COMPACTION TESTING

A. Testing of compacted fill materials will be performed by an independent testing laboratory employed and paid for by the general contractor. Testing will be performed in manner to least encumber performance of work. Provide A/E with copies of all test results as soon as they are available.

B. When work or portions of work are completed, notify testing laboratory to perform density tests.

Do not proceed with additional portions until satisfactory results have been verified in writing.

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Capitol Complex

C. When, during progress of work, tests indicate that compacted materials no not meet specifications, remove defective work, replace and retest, as directed in writing by A/E.

D. Ensure that all compacted fills are tested before proceeding with placement of surface materials.

1.5 PROTECTION

A. Protect trees, shrubs and lawns, areas to receive planting, rock outcropping and other features remaining as part of final landscaping.

B. Protect bench marks and existing structures, roads, sidewalks, paving and curbs against damage from equipment and vehicular or foot traffic.

C. Protect excavations by shoring, bracing, sheet piling, underpinning or other methods, to prevent cave-ins or loose dirt from falling into excavations.

D. Underpin adjacent structure which may be damaged by excavation work, including service lines and pipe chases.

E. Notify the Architect immediately of unexpected subsurface conditions and discontinue work in area until the Architect issue written notification to resume work. Confirm notification in writing.

F. Protect bottom of excavations and soil around and beneath foundations from frost.

G. Grade around excavation to prevent surface water runoff into excavated area.

PART 2 - PRODUCTS

2.1 FILL MATERIALS

A. Type A; Gravel: Angular pit run crushed natural stone; free from shale, clay, friable materials and debris; graded in conformance with Article 1004.01 IDOT Standard Specifications conforming to CA6 or CA10 gradation.

B. Type B; Pea Gravel: Clean natural stone; free from clay, shale and organic matter; 1/4” to 1/2” size.

C. Type C; Sand: Clean natural river or bank sand; free from silt, clay, loam, friable or soluble materials and organic matter; graded within the following limits:

Sieve Size % Passing

1. No. 4 100

2. No. 14 10 to 100

3. No. 48 5 to 90

4. No. 100 4 to 30

31 23 16 - 3 PAINT SHOP & SPRAY ROOM

Capitol Complex

5. No. 200 0

PART 3 - EXECUTION

3.1 PREPARATION & LAYOUT

A. Establish extent of excavated area by area and elevation. Designate and identify data elevation.

B. Set specified lines and levels.

C. Maintain bench marks, monuments and other reference points.

3.2 UTILITIES

A. Before starting excavation, General Contractor shall establish location and extent of underground utilities occurring in work area. Contact Joint Utility Locating Information for Excavators

(J.U.L.I.E.) 800/892-0123 Information Technology Department to verify and coordinate the work as required.

B. Contractor shall maintain, reroute or extend existing utility lines to remain which pass through work area.

C. Contractor shall pay costs for this work, except for work performed by utility companies.

D. Contractor shall protect utility services uncovered by excavation.

3.3 EXCAVATION

A. Machine slope banks.

B. Hand trim excavations and leave free form loose or organic matter.

C. When complete, verify soil bearing capacities, depths and dimensions.

D. Correct unauthorized excavation in accord with A/E’s written instructions.

E. Fill over-excavated areas under structure bearing surfaces with concrete specified for foundations or pea gravel free from clay, shale and organic matter. Compact in accord with 3.5.

F. Excavations shall not interfere with normal 45 degree bearing splay of any foundation.

3.4 BACKFILLING

A. Stockpile fill materials in areas designed by A/E/Owner.

31 23 16 - 4 PAINT SHOP & SPRAY ROOM

Capitol Complex

B. Ensure areas to be backfilled are free from debris, snow, ice, water and that ground surfaces are not frozen.

C. Do not backfill over existing subgrade surfaces which are porous, wet or spongy.

D. Compact existing subgrade surfaces when densities determined by testing laboratory are not equal to that specified for backfill material.

E. Cut out soft areas of existing subgrade. Backfill with subsoil and compact to specified density.

F. Backfill areas to grades, contours, levels and elevations shown.

G. Backfill symmetrically and as early as possible to allow maximum time for natural settlement and compaction.

H. Place and compact fill materials in continuous layers not exceeding 12” loose depth.

I. Maintain optimum moisture content of backfill materials to attain specified compaction density.

3.5 SURPLUS MATERIALS

A. Haul off any surplus materials.

B. Leave stockpile areas completely free of all excess fill materials.

END OF SECTION 31 23 16

EXG CHAINLINK FENCE

EXG SEWER LINE

20' - 0" +/-

2' - 0" +/-

NOTES:

1. CONTRACTOR SHALL CLOSE ALLEY AND PROVIDE PROPER

BARRICADES.

2. SAWCUT EXG CONCRETE AND DISPOSE. CONTRACTOR TO

COORDINATE AREA/SIZE OF EXCAVATION WITH DEPTH OF

EXCAVATION. COORDINATE WITH PLUMBING WORK.

FOLLOWING PLUMBING WORK, PROVIDE GRANULAR FILL,

COMPACTED IN 12" LIFTS.

PROVIDE NEW 8" THICK CONCRETE PATCH. PROVIDE #5

REINFORCEMENT BARS DOWELS W/EPOXY, MIN. 6"

EMBEDMENT IN EXG SLAB, MIN 1' - 6" EMBEDMENT IN NEW

SLAB ON 1'-6" O.C. MAX. PROVIDE WWF 6X6 W4.0 X W4.0

(ELEVATION - CENTERED IN THE SLAB) WITH SUPPORT

CHAIRS IN FIELD. - SEE SPECS

NOTE 2

NOTE 2NOTE 1

NOTE 1

EXG LAMP POST

EXG

CHAINLINK

FENCE

EXG GATE

WBA #:

DATE:

OF SHEETS

SHEET NO.

PRESERVATIONARCHITECTURE

Telephone (618) 529-3691

Carbondale, Illinois 62901-1452

212 North Illinois Avenue www.wb-architects.com

DESIGN

PROJECT:

LOCATION:

22-01-052/089

07-17-2023Illinois Licensed Professional Service Corporation #184.00362

SECRETARY OF STATE

PAINT SHOP

316 NORTH KLEIN STREET

SPRINGFIELD, IL 62702

ADD 1.0

1 PARTIAL FLOOR PLAN - ADD 1.0

ADD 1.0

N 0' 4' 8' 16' 32'

SCALE: 1/8" = 1-0'

LKP MS

MS

CR

REX

DPS

CM

ELECTRIC DOOR SYMBOLS

SYMBOL EQUIPMENT

L DOOR LOCKING DEVICE (BY DHC)

PROXIMITY CARD READER (BY EC)

DOOR POSITION SWITCH (BY DHC)

MOTION REQUEST TO EXIT (BY EC)REX

MOTION SENSOR REQUEST TO EXIT (BY EC)

DPS DOOR POWER SUPPLY (BY DHC)

VV

VV

R S

R

DH

VV V V

MMMMCMCM

M

VV V V

FSTS

R

CM

RPS

DACT

FACP

VV VV V V

CM

RPS

120V

CAPITAL FIBER NETWORK

ACCESSIBLE CEILING

FINISHED FLOOR

FIRE ALARM MANUAL PULLSTATION

48" A.F.F.

WIRING RECESSED IN WALL (IN 3/4" CONDUIT)

BUSHING

JUNCTION BOX

WIRING TO NEXT

APPLIANCE (TYPICAL)

FINISHED FLOOR

ACCESSIBLE CEILING

80" MINIMUM (TYPICAL)

6" MINIMUM

6" MINIMUM

IF AVAILABLE

OBSTRUCTION

BUSHING

WIRING RECESSED IN WALL (IN 3/4" CONDUIT)

WIRING TO NEXT APPLIANCE (TYPICAL)

JUNCTION BOX

FIRE ALARM NOTIFICATION APPLIANCE (RED

DEVICE WITH WHITE LETTERING)

CONTROLLED

EQUIPMENT

CONTROLLED

DOOR

120V

RPS NAC CIRCUIT (TYP. 4 PER RPS)

SLC CIRCUIT

BASEMENT OF POWER PLANT

FIRE ALARM CONDUIT FILL

NO. OF CABLES

1"

1"

CONDUIT SIZE

3/4"

3/4"

3/4"

3/4"

FIRE ALARM CABLE SCHEDULE

NOTIFICATION APPLIANCE CKT. (NAC)

INITIATING CKT.

REMOTE ANNUNCIATOR

COMMUNICATION

SIGNALING LINE CKT. (SLC)

F

E

D

CONTROL CKT.

C

B

TAG

A

24VDC POWER

DESCRIPTION

1-#18 TWISTED SHIELDED PAIR

1-#18 TWISTED SHIELDED PAIR

1-#18 TWISTED PAIR

2-#14 TWISTED

2-#14 TWISTED

2-#14 TWISTED

CABLE

B

A C

B

A

A C

A

A C

A

E E

A A

F F

PROVIDE SURGE SUPRESSION ON PAINT SHOP BUILDING CIRCUIT

PRIOR TO EXITING COAL PLANT

AND ENTERING AUXILIARY BUILDING.

120V

B

A

GENERAL NOTES:

1. ALL OPEN CABLING SHALL BE PLENUM-RATED (CMP)

2. NOT ALL DEVICES SHOWN.

3. PROVIDE ALL REQUIRED FIRMWARE UPDATES TO

EXISTING SYSTEM.

GROUND CONDUCTOR TO

METAL BOX AND RECEPTACLE.

#12 AWG U.N.O.

MOUNTING COVER

RECEPTACLE

OR SWITCH

SEE SPECIFICATIONS FOR WIRING

REQUIREMENTS BASED ON USE OF

SOLID OR STRANDED CONDUCTORS

METAL

RACEWAY

GROUNDING

SCREW

METAL BOX

PHASE

CONDUCTOR

NEUTRAL

CONDUCTOR

A

#18/2 SHIELDED TWISTED PAIR

#14/2 UNSHIELDED PAIR (UTP)

CABLE

ELECTRIC LOCK / DPS

DOOR POSITION / DETECTOR / REX

DESCRIPTION

A

B

C

TAG

DETECTOR / REX 12/24VDC POWERD

#18/2 INDIVIDUALLY SHIELDED TWISTED PAIRS W/ DRAINCARD READER

GENERAL NOTES

1.

INTERNAL COMM. CABLEE

CAT-6LAN COMM. CABLEF

SECONDARY

CONTROLLER

ASC

#14/2 UNSHIELDED PAIR (UTP)

RS485 (2PR. #24AWG LOW-CAPACITANCE)

ACCESS CONTROL SYSTEM (ACS) CABLE SCHEDULE

VERIFY EXACT DOOR TYPES AND HARDWARE WITH ARCHITECTURAL PLANS, DOOR SCHEDULES AND DOOR

CONTRACTOR / SUPPLIER. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR THIS COORDINATION AND

PROVIDING ALL WIRING AND HARDWARE TO SEAMLESSLY INTEGRATE ACCESS CONTROL EQUIPMENT WITH

DOOR EQUIPMENT FURNISHED BY OTHERS.

UNLESS OTHERWISE NOTED, DOOR POWER SUPPLY AND LOCKING DEVICE ARE TO BE PROVIDED BY DOOR

CONTRACTOR AS INDICATED; HOWEVER, BOTH 120VAC AND LOW-VOLTAGE CONNECTIONS TO DOOR POWER

SUPPLY AND LOCK (AS WELL AS ALL OTHER ACCESS CONTROL EQUIPMENT) SHALL BE BY ELECTRICAL

CONTRACTOR.

WHERE LOCKING / EXIT DEVICE IS SPECIFIED TO BE VIA ELECTRIC/ELECTRONIC LATCH RETRACTION, CONTRACTOR SHALL CONNECT WIRING FOR REQUEST-TO-EXIT (REX) DEVICE THROUGH ELECTRIC TRANSFER

AND TO EXIT DEVICE; OTHERWISE ALL INDICATIONS FOR REX DEVICE SHALL BE VIA MOTION SENSOR OR

PUSBUTTON PROVIDED BY ELECTRICAL CONTRACTOR.

FIRE ALARM SYSTEM COMMUNICATOR

D in 1/2" C.

C C,D

2.

REX

BA

120VAC

FOR DOORS:

ACCESS CONTROL SYSTEM

SECONDARY CONTROLLER

CONTROLLER ("ASC") SHALL

INCLUDE:

A. ENCLOSURE WITH

INTEGRATED POWER

SUPPLY/CHARGER,

BATTERIES, AND POWER

LIMITED DISTRIBUTION

MODULE - PROVIDE HIRSCH

CONTROLLER -

#M2N-MX-2RM24/12/D WITH

SNIB3 NETWORK MODULE

AND REQUIRED QUANTITY OF

12VDC BATTERIES;

B. (2) DUAL-READER INTERFACE

BOARDS FOR CONNECTION

TO IDENTIFIED DOORS AND

INPUT/OUTPUTS AS

NECESSARY;

C. (1) INPUT CONTROL MODULE.

IF INSTALLED OPEN (NOT IN CONDUIT), ALL CABLING SHALL BE PLENUM-RATED

3.

F CONNECT TO CAMPUS

ACCESS CONTROL SYSTEM

VIA EXISTING NETWORK.

PROVIDE ALL REQUIRED

SOFTWARE UPGRADES,

PROGRAMING, LICENSE(S),

AND HARDWARE TO MAKE

CONNECTION.

CONNECT TO EXISTING FIRE ALARM

FIBER NETWORK VIA EXISTING

ONYXWORX WORK STATION

PROVIDE NEW NOTIFIER NFS-320

PANEL.

E7.0

TYPICAL FIRE ALARM MANUAL PULL STATION MOUNTING DETAIL

NO SCALE

E7.0

TYPICAL NOTIFICATION APPLIANCE MOUNTING DETAIL

NO SCALE

E7.0

FIRE ALARM ONE-LINE DIAGRAM

NO SCALE

E7.0

WIRING DEVICE DETAIL

NO SCALE

E7.0

ACCESS CONTROL SYSTEM and INTRUSION DETECTION SYSTEM RISER DIAGRAM

NO SCALE

KEYED NOTES

1 PROVIDE FIRE ALARM CONTROL MODULE WITHIN 3'-0" OF

PANEL TO RELEASE ALL DOORS UPON GENERAL FIRE ALARM.

212 North Illinois Avenue Carbondale, Illinois 62901-1452

Telephone (618) 529-3691 www.wb-architects.com

PROJECT:

LOCATION:

SHEET TITLE: SOS PROJECT NO.

DATE:

DRAWN: APPR:

REVISIONS:

SHEET NUMBER

OF 27 SHEETS

WHITE & BORGOGNONI ARCHITECTS, P.C.

316 NORTH KLEIN STREET

SPRINGFIELD, IL 62702

100 EAST WASHINGTON, SUITE 220

BELLEVILLE, IL 62220

TEL 618.277.5200

FAX 618.277.5227

IL DESIGN FIRM REG. #

184.006777-0002

ISSUED FOR BID

7.17.2023 7.17.2023

7.17.2023 7.17.20237.17.2023

D R e v it P ro je c ts

\R E

V

IT

\2

-0

H \2

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H

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ELECTRICAL DETAILSSECRETARY OF STATE PAINT SHOP & SPRAY

ROOM

22.09

04-21-2023

RTM MDM E7.0