STATE OF KANSAS CONSTRUCTION PROJECT NO. A-013627 … · A. Add the attached specification for site...

STATE OF KANSAS CONSTRUCTION PROJECT NO. A-013627

ADDENDUM NO. 3

January 21, 2020

ISSUED BY: ISSUED FOR ARCHITECT/ENGINEER

Department of Administration Office of Facilities and Property Management Design, Construction & Compliance 700 SW Harrison, Suite 1200 Topeka, Kansas 66603-3929

PGAV Architects 1900 West 47th Place, Suite 300 Westwood, Kansas 66205 Contact: David Worthington Phone Number: 913-362-6500 E-Mail: [email protected]

NOTICE ALL BIDDERS FOR THE:

Fort Hays State University Memorial Union Center for Student Success Hays, Kansas

You are instructed to read and to note the following described changes, corrections, clarifications, omissions, deletions, additions, approvals and statements pertinent to the Contract Bid and Construction Documents.

The Addendum No. 3 is a part of the Contract Bid and Construction Documents and shall govern in the performance of the Work.

Article 3-1, Bid Date Change:

A. The bid date has been postponed until Tuesday, January 28, 2020. The location, time for receiving bidsand reading of bids remains unchanged.

Article 3-2, Substitutions:

A. General: The following is a list of additional manufacturers by specification section and name (perrequirements of Document B - Instructions to bidders) that are deemed acceptable to provide products equal tothose specified. All substituted products are subject to compliance with contract documents:

1. Section 044200 Stone Cladding – Pewter Mist is an acceptable substitution for Plaza Grey2. Section 074200 Stone Wall Panels – FINA Stoneworks3. Section 075323 Ethylene-Propylene Diene Monomer (EPDM) Roofing –Elevated Paver System is an

acceptable pedestal manufacturer (2.8.B)4. Section 084243 Trackless Sliding Doors – Besam5. Section 236423.13 – Air- Cooled, Scroll Water Chillers- Carrier6. Section 237313 Central Station Air Handling Units– Carrier.7. Section 316000 Rammed Aggregate Pier Foundation – Helitech

Article 3-3, Specifications, Section 051200 – STRUCTURAL STEEL FRAMING:

A. Revise the following section to read:“1.7 QUALITY ASSURANCE

A. Fabricator Qualifications: A qualified fabricator that shall maintain detailed fabrication and qualitycontrol procedures that provide a basis for inspection control of the workmanship and the fabricator’sability to conform to approved construction documents and referenced standards. Third partyinspection of shop fabrication shall be provided if the fabricator does not participate in the AISCQuality Certification Program and is designated an AISC-Certified Plant, Category STD.

B. Installer Qualifications: A qualified installer who shall maintain detailed erection and quality controlprocedures that provide a basis for inspection control of the workmanship and the erector’s ability toconform to approved construction documents and referenced standards.”

A-013627 Add 3, Pg. 2

B. Clarification - When the slabs are being placed, will we need to shore the beams and deck? The beams and

slabs do not need to be shored Article 3-4, Specifications, Section 054000 – COLD FORM METAL FRAMING: A. Clarification - The metal framing is shown as a bypass system on the structural drawings but the

architectural drawings show as separate floor to floor framing. There are limited areas on this project with multistory non curtainwall framing. Either bypass or platform framing are acceptable in these limited areas. Contractor to coordinate.

Article 3-5, Specifications, Section 072100 – THERMAL INSULATION: A. Clarification - I do not see any exterior wall insulation in the studs. Correct, code required insulation is

achieved thru the continuous rigid insulation outboard of the sheathing. Article 3-6, Specifications, Section 075323 – ETHYLENE-PROPYLENE-DIENE-MONOMER (EPDM) ROOFING: A. Add the following to the specification section:

“1.8.B The Second Floor Patio 215B roof shall be flood tested prior to installation of patio paver system. The drainage system for that roof area will be temporarily blocked and the area in question filled with water. Water fill is to be just below second floor finish floor level. Test is to last for a minimum time period of 24 hours noting and correcting any leaks. Any adjacent construction damaged by the testing shall be replaced or repaired to the satisfaction of the Owner and Architect.”

Article 3-7, Specifications, Section 078446 – FIRE RESISTIVE JOINT SYSTEMS: B. Add the following to the specification section:

“1.2.A.2 Joints at exterior curtain-wall/floor intersections” “2.1.H Joints at Exterior Curtain-Wall/Floor Intersections: Provide joint firestopping systems with rating determined per ASTM E2307

1. Use Hilti Edge of Slab Quickseal or equal by manufacturer referenced in 2.C.2 2. Or similar system providing approved firestop sealing at the floor to curtain wall intersection.”

Article 3-8, Specifications, Section 12 9300 – SITE FURNISHINGS: A. Clarification – Section not used. Article 3-9, Specifications Section 26 0573: (Attachment) A. Add: Specifications Section 26 0573 Overcurrent Protection Device Coordination Study. Article 3-10, Specifications, Section 32 8010 – DESIGN/BUILD SITE IRRIGATION: (Attachment) A. Add the attached specification for site irrigation. Article 3-11, Drawings Sheet C201 Plaza Enlargement: A. Clarification: All site furniture will be provided and installed by the Owner. Coordinate locations with Owner

and make accommodations for surface mounting all items. Article 3-12, Drawings Sheet C400 Site Utility Plan: (Attachment) A. Clarification: Sanitary sewer route has been added to the drawing. Article 3-13, Drawings Sheet C402 Storm Sewer Plan & Profile: (Attachment) Clarification: Storm sewer structure sizes have been added to the plan notes. Article 3-14, Drawings Sheet A310, A320, A330: A. Correction: General Plan Notes. Note F should read “ All new walls to be 3G1A1 3G2/A1…”

A-013627 Add 3, Pg. 3

Article 3-15, Drawings Sheet A531: A. Clarification: Plan Detail D5 – Miter corners at wood wall. Article 3-16, Drawings Sheet A804: B. Clarification: Elevation A3 – Counter top to be at 2’-10” aff. Article 3-17, Drawings Sheet A821: A. Clarification: Elevation D3 – Wood slat wall to extend to 9’-0” soffit above. Provide trim closure at top. Article 3-18, Drawings Sheet A830: A. Clarification: Elevations C2, C3, C4, C5, and E1 – Dimension from floor to top of wall tile reads: Wall Tile:

6’-0” high min. Provide full tiles. Article 3-19, Drawings Sheet S501: (Attachment) A. Clarification: Added Contractor’s Option to use Tnemec coating in lieu of thermal break pad. *** RECEIPT OF THIS ADDENDUM IS TO BE ACKNOWLEDGED ON THE FORM OF BID - DOCUMENT C*** DESIGN, CONSTRUCTION & COMPLIANCE

December 4, 2019 A-013627 / PGAV #53541-00 Original Contract Documents FHSU Center for Student Success

OVERCURRENT PROTECTIVE DEVICE COORDINATION STUDY 26 0573 - 1/10

SECTION 26 0573 - OVERCURRENT PROTECTIVE DEVICE COORDINATION STUDY

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. This Section includes computer-based, fault-current, overcurrent protective device coordination, and arc flash hazard studies. Protective devices shall be set based on results of the protective device study.

1.3 SUBMITTALS

A. Product Data: For computer software program to be used for studies.

B. Other Action Submittals: The following submittals shall be made after the approval process for system protective devices has been completed. Submittals shall be in digital form.

1. Electrical-study input data, including completed computer program input data sheets. 2. Preliminary Study and Equipment Evaluation Reports. 3. Final Coordination-Study Report. 4. Final Fault Current Study Report 5. Final Arc-Flash Hazard Study Report

1.4 QUALITY ASSURANCE

A. Studies shall use computer programs that are distributed nationally and are in wide use. Software algorithms shall comply with requirements of standards and guides specified in this Section. Manual calculations are not acceptable.

B. Electrical-Study Specialist Qualifications: An entity experienced in the application of computer software used for studies, having performed successful studies of similar magnitude on electrical distribution systems using similar devices.

C. Comply with IEEE 242 for short-circuit currents and coordination time intervals.

D. Comply with IEEE 399 for general study procedures.

PART 2 - PRODUCTS

2.1 COMPUTER SOFTWARE PROGRAM REQUIREMENTS

A. Comply with IEEE 399, IEEE 1584 and NFPA 70E.



B. Analytical features of fault-current-study computer software program shall include "mandatory," "very desirable," and "desirable" features as listed in IEEE 399.

C. Computer software program shall be capable of plotting and diagramming time-current-characteristic curves as part of its output. Computer software program shall report device settings and ratings of all overcurrent protective devices and shall demonstrate selective coordination by computer-generated, time-current coordination plots.

1. Computational Features:

a. Arcing faults. b. Simultaneous faults. c. Explicit negative sequence. d. Mutual coupling in zero sequence.

2.2 OVERCURRENT PROTECTIVE DEVICE STUDY REPORT CONTENT

A. One-line diagram, showing the following:

1. Protective device designations and ampere ratings. 2. Cable size and lengths. 3. Transformer kilovolt ampere (kVA) and voltage ratings. 4. Motor and generator designations and kVA ratings. 5. Switchgear, switchboard, motor-control center and panelboard designations.

B. Study Input Data.

C. Short-Circuit Study.

1. Low-Voltage Fault Report: Three-phase and unbalanced fault calculations, showing the following for each overcurrent device location:

a. Voltage. b. Calculated fault-current magnitude and angle. c. Fault-point X/R ratio. d. Equivalent impedance.

2. Momentary Duty Report: Three-phase and unbalanced fault calculations, showing the following for each overcurrent device location:

a. Voltage. b. Calculated symmetrical fault-current magnitude and angle. c. Fault-point X/R ratio. d. Calculated asymmetrical fault currents:

1) Based on fault-point X/R ratio. 2) Based on calculated symmetrical value multiplied by 1.6. 3) Based on calculated symmetrical value multiplied by 2.7.



3. Interrupting Duty Report: Three-phase and unbalanced fault calculations, showing the following for each overcurrent device location:

a. Voltage. b. Calculated symmetrical fault-current magnitude and angle. c. Fault-point X/R ratio. d. No AC Decrement (NACD) ratio. e. Equivalent impedance. f. Multiplying factors for 2-, 3-, 5-, and 8-cycle circuit breakers rated on a symmetrical basis.

4. Multiplying factors for 2-, 3-, 5-, and 8-cycle circuit breakers rated on a total basis.

D. Protective Device Coordination Study

1. Report recommended settings of protective devices, ready to be applied in the field. Use manufacturer's data sheets for recording the recommended setting of overcurrent protective devices when available.

a. Phase and Ground Relays:

1) Device tag. 2) Relay current transformer ratio and tap, time dial, and instantaneous pickup value. 3) Recommendations on improved relaying systems, if applicable.

b. Circuit Breakers:

1) Adjustable pickups and time delays (long time, short time, ground). 2) Adjustable time-current characteristic. 3) Adjustable instantaneous pickup. 4) Recommendations on improved trip systems, if applicable.

c. Fuses: Show current rating, voltage, and class.

2. Time-Current Coordination Curves: Determine settings of overcurrent protective devices to achieve selective coordination. Graphically illustrate that adequate time separation exists between devices installed in series, including power utility company's upstream devices. Prepare separate sets of curves for the switching schemes and for emergency periods where the power source is local generation. Show the following information:

a. Device tag and title, one-line diagram with legend identifying the portion of the system covered.

b. Terminate device characteristic curves at a point reflecting maximum symmetrical or asymmetrical fault current to which the device is exposed.

c. Identify the device associated with each curve by manufacturer type, function, and, if applicable, tap, time delay, and instantaneous settings recommended.

d. Plot the following listed characteristic curves, as applicable:

1) Power utility's overcurrent protective device. 2) Medium-voltage equipment overcurrent relays. 3) Medium- and low-voltage fuses including manufacturer's minimum melt, total clearing,

tolerance, and damage bands. 4) Low-voltage equipment circuit-breaker trip devices, including manufacturer's

tolerance bands. 5) Transformer full-load current, magnetizing inrush current, and ANSI through-fault

protection curves.



6) Cables and conductors damage curves. 7) Ground-fault protective devices. 8) Motor-starting characteristics and motor damage points. 9) Generator short-circuit decrement curve and generator damage point. 10) The largest feeder circuit breaker in each motor-control center and panelboard.

e. Series rating on equipment allows the application of two series interrupting devices for a condition where the available fault current is greater than the interrupting rating of the downstream equipment. Both devices share in the interruption of the fault and selectivity is sacrificed at high fault levels. Maintain selectivity for tripping currents caused by overloads.

f. Provide adequate time margins between device characteristics such that selective operation is achieved.

E. Arc-Flash Study Output:

1. Interrupting Duty Report: Three-phase and unbalanced fault calculations, showing the following for each overcurrent device location:

a. Voltage. b. Calculated symmetrical fault-current magnitude and angle. c. Fault-point X/R ratio. d. No AC Decrement (NACD) ratio. e. Equivalent impedance. f. Multiplying factors for 2-, 3-, 5-, and 8-cycle circuit breakers rated on a symmetrical basis. g. Multiplying factors for 2-, 3-, 5-, and 8-cycle circuit breakers rated on a total basis.

2. Incident Energy and Flash Protection Boundary Calculations:

a. Arcing fault magnitude. b. Protective device clearing time. c. Duration of arc. d. Arc-flash boundary. e. Working distance. f. Incident energy. g. Hazard risk category. h. Recommendations for arc-flash energy reduction.

3. Fault study input data, case descriptions, and fault-current calculations including a definition of terms and guide for interpretation of the computer printout.

2.3 ARC-FLASH WARNING LABELS

A. Comply with requirements in “Basic Electrical Materials and Methods.”

1. Nominal voltage. 2. Flash protection boundary. 3. Hazard risk category. 4. Incident energy. 5. Working distance. 6. Engineering report number, revision number, and issue date.

B. Labels shall be machine printed, with no field-applied markings.



PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine Project Drawings for scope of electrical distribution improvements.

1. Proceed with the preliminary coordination and fault calculation study based on equipment information provided by the Electrical Contractor.

2. Proceed with the preliminary fault calculation study based on the estimated feeder lengths as provided by the Electrical Contractor.

3. Submit a preliminary report through the Electrical Contractor for their use in preparation of final equipment shop drawings. Report to be submitted to the A/E for review with the final electrical distribution equipment shop drawing.

4. Proceed with final electrical study only after relevant final equipment submittals have been assembled and actual feeder lengths are available. Final Electrical Study Report including information outlined in subsequent part 3 Fault Current Study, Coordination Study and Arc-Flash Hazard Analysis shall be submitted through the Electrical Contractor for their use in setting circuit breaker characteristics. Report to be submitted to the A/E for review following approval by Contractor.

3.2 POWER SYSTEM DATA

A. Gather and tabulate the following input data to support coordination study:

1. Product Data for overcurrent protective devices specified in other Division 26 Sections and involved in overcurrent protective device coordination studies. Use equipment designation tags that are consistent with electrical distribution system diagrams, overcurrent protective device submittals, input and output data, and recommended device settings.

2. Impedance of utility service entrance.

3. Electrical Distribution System Diagram: In hard-copy and electronic-copy formats, showing the following:

a. Circuit-breaker and fuse-current ratings and types. b. Relays and associated power and current transformer ratings and ratios. c. Transformer kilovolt amperes, primary and secondary voltages, connection type,

impedance, and X/R ratios. d. Generator kilovolt amperes, size, voltage, and source impedance. e. Cables: Indicate conduit material, sizes of conductors, conductor material, insulation, and

length. f. Busway ampacity and impedance. g. Motor horsepower and code letter designation according to NEMA MG 1.

4. Data sheets to supplement electrical distribution system diagram, cross-referenced with tag numbers on diagram, showing the following:

a. Special load considerations, including starting inrush currents and frequent starting and stopping.

b. Transformer characteristics, including primary protective device, magnetic inrush current, and overload capability.

c. Motor full-load current, locked rotor current, service factor, starting time, type of start, and thermal-damage curve.



d. Generator thermal-damage curve. e. Ratings, types, and settings of utility company's overcurrent protective devices. f. Special overcurrent protective device settings or types stipulated by utility company. g. Time-current-characteristic curves of devices indicated to be coordinated. h. Manufacturer, frame size, interrupting rating in amperes rms symmetrical, ampere or current

sensor rating, long-time adjustment range, short-time adjustment range, and instantaneous adjustment range for circuit breakers.

i. Manufacturer and type, ampere-tap adjustment range, time-delay adjustment range, instantaneous attachment adjustment range, and current transformer ratio for overcurrent relays.

j. Panelboards, switchboards, motor-control center ampacity, and interrupting rating in amperes rms symmetrical.

3.3 FAULT-CURRENT STUDY

A. Calculate the maximum available short-circuit current in amperes rms symmetrical at circuit-breaker positions of the electrical power distribution system. The calculation shall be for a current immediately after initiation and for a three-phase bolted short circuit at each of the following:

1. Switchgear and switchboard bus. 2. Distribution panelboard. 3. Branch circuit panelboard. 4. Emergency power generators 5. Emergency power panelboard. 6. Emergency power transfer switches.

B. Study electrical distribution system from normal and alternate power sources throughout electrical distribution system for Project. Include studies of system-switching configurations and alternate operations that could result in maximum fault conditions.

C. Calculate momentary and interrupting duties on the basis of maximum available fault current.

D. Calculations to verify interrupting ratings of overcurrent protective devices shall comply with IEEE 141 and IEEE 242.

1. Transformers:

a. ANSI C57.12.10. b. ANSI C57.12.22. c. ANSI C57.12.40. d. IEEE C57.12.00. e. IEEE C57.96.

2. Low-Voltage Circuit Breakers: IEEE 1015 and IEEE C37.20.1. 3. Low-Voltage Fuses: IEEE C37.46.

E. Study Report:

1. Show calculated X/R ratios and equipment interrupting rating (1/2-cycle) fault currents on electrical distribution system diagram.



F. Equipment Evaluation Report:

1. For 600-V overcurrent protective devices, ensure that interrupting ratings are equal to or higher than calculated 1/2-cycle symmetrical fault current.

2. For devices and equipment rated for asymmetrical fault current, apply multiplication factors listed in the standards to 1/2-cycle symmetrical fault current.

3. Verify adequacy of phase conductors at maximum three-phase bolted fault currents; verify adequacy of equipment grounding conductors and grounding electrode conductors at maximum ground-fault currents. Ensure that short-circuit withstand ratings are equal to or higher than calculated 1/2-cycle symmetrical fault current.

3.4 COORDINATION STUDY

A. Perform coordination study using approved computer software program. Prepare a written report using results of fault-current study. Comply with IEEE 399.

1. Calculate the maximum and minimum 1/2-cycle short-circuit currents. 2. Calculate the maximum and minimum interrupting duty (5 cycles to 2 seconds) short-circuit

currents. 3. Calculate the maximum and minimum ground-fault currents.

B. Comply with IEEE 141 and IEEE 242 recommendations for fault currents and time intervals.

C. Transformer Primary Overcurrent Protective Devices:

1. Device shall not operate in response to the following:

a. Inrush current when first energized. b. Self-cooled, full-load current or forced-air-cooled, full-load current, whichever is specified for

that transformer. c. Permissible transformer overloads according to IEEE C57.96 if required by unusual loading

or emergency conditions.

2. Device settings shall protect transformers according to IEEE C57.12.00, for fault currents.

D. Motors served by voltages more than 600 V shall be protected according to IEEE 620.

E. Conductor Protection: Protect cables against damage from fault currents according to ICEA P-32-382, ICEA P-45-482, and conductor melting curves in IEEE 242. Demonstrate that equipment withstands the maximum short-circuit current for a time equivalent to the tripping time of the primary relay protection or total clearing time of the fuse. To determine temperatures that damage insulation, use curves from cable manufacturers or from listed standards indicating conductor size and short-circuit current.

F. Coordination-Study Report: Prepare a written report indicating the following results of coordination study:

1. Tabular Format of Settings Selected for Overcurrent Protective Devices:

a. Device tag. b. Relay-current transformer ratios; and tap, time-dial, and instantaneous-pickup values. c. Circuit-breaker sensor rating; and long-time, short-time, and instantaneous settings. d. Fuse-current rating and type. e. Ground-fault relay-pickup and time-delay settings.



2. Coordination Curves: Prepared to determine settings of overcurrent protective devices to achieve selective coordination. Graphically illustrate that adequate time separation exists between devices installed in series, including power utility company's upstream devices. Prepare separate sets of curves for the switching schemes and for emergency periods where the power source is local generation. Show the following information:

a. Device tag. b. Voltage and current ratio for curves. c. Three-phase and single-phase damage points for each transformer. d. No damage, melting, and clearing curves for fuses. e. Cable damage curves. f. Transformer inrush points. g. Maximum fault-current cutoff point.

G. Completed data sheets for setting of overcurrent protective devices.

3.5 ARC-FLASH HAZARD ANALYSIS

A. Comply with NFPA 70E and its Annex D for hazard analysis study.

B. Preparatory Studies:

1. Short-Circuit Study Output: As specified in this section. 2. Protective Device Coordination Study Report Contents: As specified in this section.

C. Calculate maximum and minimum contributions of fault-current size.

1. The minimum calculation shall assume that the utility contribution is at a minimum and shall assume no motor load.

2. The maximum calculation shall assume a maximum contribution from the utility and shall assume motors to be operating under full-load conditions.

D. Calculate the arc-flash protection boundary and incident energy at locations in the electrical distribution system where personnel could perform work on energized parts.

E. Include medium- and low-voltage equipment locations, except equipment rated 240-V ac or less fed from transformers less than 125 kVA.

F. Safe working distances shall be specified for calculated fault locations based on the calculated arc-flash boundary, considering incident energy of 1.2 cal/sq.cm.

G. Incident energy calculations shall consider the accumulation of energy over time when performing arc-flash calculations on buses with multiple sources. Iterative calculations shall take into account the changing current contributions, as the sources are interrupted or decremented with time. Fault contribution from motors and generators shall be decremented as follows:

1. Fault contribution from induction motors should not be considered beyond three to five cycles. 2. Fault contribution from synchronous motors and generators should be decayed to match the actual

decrement of each as closely as possible (e.g., contributions from permanent magnet generators will typically decay from 10 per unit to three per unit after 10 cycles).



H. Arc-flash computation shall include both line and load side of a circuit breaker as follows:

1. When the circuit breaker is in a separate enclosure. 2. When the line terminals of the circuit breaker are separate from the work location.

I. Base arc-flash calculations on actual overcurrent protective device clearing time. Cap maximum clearing time at two seconds based on IEEE 1584, Section B.1.2.

3.6 POWER SYSTEM DATA

A. Obtain all data necessary for the conduct of the arc-flash hazard analysis.

1. For new equipment, use characteristics submitted under the provisions of action submittals and information submittals for this Project.

2. For existing equipment, whether or not relocated, obtain required electrical distribution system data by field investigation and surveys, conducted by qualified technicians and engineers.

B. Electrical Survey Data: Gather and tabulate the following input data to support study. Comply with recommendations in IEEE 1584 and NFPA 70E as to the amount of detail that is required to be acquired in the field. Field data gathering shall be under the direct supervision and control of the engineer in charge of performing the study, and shall be by the engineer or its representative who holds NETA ETT Level III certification or NICET Electrical Power Testing Level III certification.

1. Product Data for overcurrent protective devices specified in other Sections and involved in overcurrent protective device coordination studies. Use equipment designation tags that are consistent with electrical distribution system diagrams, overcurrent protective device submittals, input and output data, and recommended device settings.

2. Obtain electrical power utility impedance at the service. 3. Power sources and ties. 4. Short-circuit current at each system bus, three phase and line-to-ground. 5. Full-load current of all loads. 6. Voltage level at each bus. 7. For transformers, include kVA, primary and secondary voltages, connection type, impedance, X/R

ratio, taps measured in per cent, and phase shift. 8. For reactors, provide manufacturer and model designation, voltage rating and impedance. 9. For circuit breakers and fuses, provide manufacturer and model designation. List type of breaker,

type of trip and available range of settings, SCCR, current rating, and breaker settings. 10. Generator short-circuit current contribution data, including short-circuit reactance, rated kVA, rated

voltage, and X/R ratio. 11. For relays, provide manufacturer and model designation, current transformer ratios, potential

transformer ratios, and relay settings. 12. Busway manufacturer and model designation, current rating, impedance, lengths, and conductor

material. 13. Motor horsepower and NEMA MG 1 code letter designation. 14. Low-voltage cable sizes, lengths, number, conductor material and conduit material (magnetic or

nonmagnetic). 15. Medium-voltage cable sizes, lengths, conductor material, and cable construction and metallic

shield performance parameters.



3.7 LABELING

A. Apply one arc-flash label for 600-V ac, 480-V ac, and applicable 208-V ac panelboards and disconnects and for each of the following locations:

1. Panelboard. 2. 3 phase Motor disconnect. 3. Low-voltage switchboard. 4. Switchgear. 5. Medium-voltage switch. 6. Control panel.

3.8 APPLICATION OF WARNING LABELS

A. Install the arc-fault warning labels as appropriate based on the Arc-Flash study results.

END OF SECTION 26 0573

December 4, 2019 Original Contract Documents

A-013627/ PGAV #53541-00 FHSU Center for Student Success

DESIGN/BUILD SITE IRRIGATION 328010 - 1/12

SECTION 32 8010 – DESIGN/BUILD SITE IRRIGATION PART 1 - GENERAL 1.1 SCOPE OF WORK:

A. The Contractor shall provide a complete turnkey design-build irrigation system and furnish all labor, materials, and equipment for proper installation of the system. This Work includes, but is not limited to, the following: 1. Providing a system design. 2. Trenching and backfill. 3. Installation of complete irrigation system. 4. Testing of all systems and make operative. 5. First year winterization and following spring system startup.

B. Upon request, the Engineer will provide the Irrigation Designer and AutoCAD file of the site plan for the

sole purpose of his use in performing the irrigation design and layout. The request will be fulfilled contingent on executing the Engineer’s standard hold-harmless agreement and receipt of payment for the AutoCAD file preparation. The Engineer’s fee to prepare and provide the file is $125.00.

1.2 RELATED SECTIONS:

A. Section 31 2200 – EARTHWORK B. Section 32 9200 – SEEDING C. Section 32 9220 – SODDING D. Section 32 9300 – TREES, SHRUBS AND GROUND COVER E. Section 33 1000 – WATER UTILITIES

1.3 COORDINATION:

A. Coordinate Work with all other contractors performing work on the jobsite.

B. Coordinate Work with landscape installation. 1.4 PERMITS AND FEES:

A. Obtain all permits and pay required fees to any governmental agency having jurisdiction over the Work. Inspections required by local ordinances during the course of construction shall be arranged as required.

B. Pay all service tap fees.

1.5 SITE INSPECTION AND PROTECTION:

A. Contractor shall acquaint himself with all site conditions and shall be responsible for notifying all utility owners for field location of underground utilities and services prior to construction.

B. The Contractor shall take necessary precautions to protect existing plants and site improvements to

remain. Should damage be incurred, the Contractor shall repair the damage to its original condition at




his own expense. 1.6 QUALITY CONTROL:

A. System Designer Qualifications: Irrigation designer shall be a certified irrigation designer through the Irrigation Association or other design professional with extensive experience in the design of commercial irrigation systems. Evidence of certification or design experience shall be provided. Designer shall have a minimum of three years of experience and have successfully designed a minimum of ten systems of similar or larger size and scope as that required for this Project.

B. All irrigation Work shall be performed by a professional irrigation company. 1. Company shall have successfully installed a minimum of five irrigation systems of similar size with

similar components within the past three years. 1.7 FINAL ACCEPTANCE:

A. Final acceptance may be obtained from the Owner upon the satisfactory completion of all Work. 1.8 GUARANTEE:

A. All work shall be guaranteed against all defects in material, equipment and workmanship. Warranty period shall be a minimum of 12 months from date of acceptance and shall be extended as required to include a complete winterization and spring start-up cycle following initial operation of the system.

B. The controller, control valves, and heads shall have a minimum two-year written equipment warranty.

C. Longer manufacturers' warranties shall be so honored.

1.9 REGULATORY REQUIREMENTS:

A. Conform to all applicable federal, state, and local codes and ordinances regarding piping and component requirements, backflow prevention, and protection of potable water supply.

1.10 SUBMITTALS:

A. Irrigation system designer name and contact information along with copy of Irrigation Association certification or other documentation of previous experience including the names, locations and dates of similar projects along with references.

B. Shop Drawing: Scalable irrigation system layout showing the following information:

1. Locations of point of service connection, meter, backflow preventer, master valve, controller and each irrigation zone, zone valve, quick coupler valve and other incidental items.

2. Irrigation head layout identifying or distinguishing each head type and spray pattern. 3. Piping layout showing locations of pipe tees and reducers and legend or notes identifying each

pipe type, class and size. 4. Design information including, but not limited to the following:

a. Static pressure at the point of connection. b. For each respective zone, identify total GPM demand, valve size, calculated operating

pressure at upstream side of the valve, head type and nozzle selection. c. Pressure and flow calculations to the most remote head within the single largest zone and

within the furthest zone from the point of connection.




d. Controller schedule identifying anticipated controller run times/program schedule during the peak irrigation season.

C. Product Data: Submit manufacturer's product data for all major system components. Data shall

include, but not be limited to, pipe, valves, heads, controller, and backflow preventer. D. Operating Instructions: Typewritten operating instructions outlining the step-by-step procedures

required for system start-up, operation and system shut-down (winterization) shall be furnished. The instructions shall include the manufacturer's name, model number, service manual, parts list, and brief description of all equipment and their basic operating features.

E. Maintenance Instructions: Maintenance Instructions listing routine maintenance procedures, possible

breakdowns and repairs, and a troubleshooting guide shall be furnished. The instructions shall include simplified wiring, layout, and control diagrams of the system as installed.

F. "As-Built" Drawings: Furnish record drawings showing "as-built" locations of the system components.

1. Primary components including meter, valves/valve boxes, splice boxes, controller, vaults, and backflow preventer shall be located by actual field-measured dimensions from permanent, identifiable landmarks. At least two landmarks shall be dimensioned for each component.

2. Underground pipe and control wire location(s) shall similarly be located with actual field-measured dimensions where such components cross or are within 10-ft. of future or phased structural and underground improvements shown on the plans. Such improvements may include, but not necessarily be limited to fence lines, buildings and underground utilities.

1.11 SPARE EQUIPMENT:

A. Furnish and submit to the Owner the following spare equipment:

1. (2) spare heads of each type and size installed. 2. (4) spare nozzles of each type, size, and pattern installed. 3. (1) spare operating key for each type and bury depth of valve. 4. (1) spare quick coupler valve with key and hose swivel ell.

1.12 SYSTEM PERFORMANCE REQUIREMENTS

A. Water Supply:

1. The irrigation system shall connect to the existing curb stop installed on the FHSU CSS water supply, located on the north side of the building. An above ground, insulated, back flow preventer is to be installed on the irrigation supply line. See detail on irrigation sheet.

B. Zones:

1. Shrub beds and turf areas shall be on separate zones. All heads within a common zone shall have matched precipitation rates.

a. Shrub Beds – 1-inch to 1½-inches per 2 weeks (single watering) b. Turf Areas – 1-inch to 1½-inches per week

C. Pipe Sizing and Pressure Variation:

1. Piping shall be sized to not exceed 5.0 fps internal flow velocities within the pipe. 2. Maximum allowable variation in operating pressures among all heads within a common zone shall




be 10%.

D. Sprinkler Head Placement:

1. The irrigation system shall provide acceptably uniform coverage under 5 mph wind conditions. 2. The spacing between sprinkler heads shall not exceed the following based on manufacturer’s

specifications:

a. Triangular spacing: 50% of head coverage diameter. b. Square spacing: 45% of head coverage diameter.

3. Space and position heads to provide full coverage of intended area with minimized overspray on

pavements. Head placement shall be coordinated to avoid poor coverage resulting from conflicts with trees, signs, poles, and other obstructions to the spray pattern.

4. Head type and placement shall be such as required to avoid spray patterns from striking and staining building facades, screen fences, ground signs, walls, and similar elements.

E. Winterization:

1. System shall be installed as to allow easy winterization process. System shall drain by gravity flow

to manual drain valves with suitable gravel sumps or pneumatic evacuation using an air compressor depending on university existing irrigation standards.

PART 2 - MATERIALS 2.1 PIPING:

A. All non-buried pipe connecting to backflow preventer, shall be one of the following: 1. Copper tubing, ASTM B88, Type K, seamless, hard-drawn.

B. All pressure pipe between the meter and zone valves shall be Class 200 PVC pipe; ASTM D2241,

except where otherwise specified or shown on the Drawings.

C. All zone pipe downstream from the zone valve shall be Class 160 PVC pipe; ASTM D2241. D. PVC Pipe joints:

1. 2-inch Pipe Diameter and Larger: Solvent-weld or integral bell with elastomeric gasket meeting ASTM F477.

2. Less than 2-inch Pipe Diameter: Solvent-weld. 2.2 FITTINGS:

A. Fittings and couplings shall be compatible with the respective pipe or component to which it is connected.

1. Copper Pipe:

a. ANSI/ASME B16.22 wrought copper or cast brass fittings. Recessed solder joints. b. Cast bronze, ASTM B62; gasketed fittings meeting AWWA C800. Provide compression-type,

flared-type or pack joint connection based on appropriate application.




2. PVC Pipe (AWWA C900): a. Gasketed ductile or gray iron fittings meeting AWWA C110/A21.10 and C111/A21.11;

cement-mortar lining (AWWA C104); compression or mechanical-type joints.

3. PVC Pipe (ASTM D2251): a. Schedule 40 PVC pressure fittings; meeting ASTM D2466 and D1784; solvent-weld or slip-on

joints. B. Provide dielectric fittings when connection materials of dissimilar metals.

C. Provide unions at backflow preventer connections if non-flanged joints are used.

2.3 SOLVENT CEMENT:

A. As recommended by pipe manufacturer. Compatible with PVC pipe and of proper consistency. 2.4 CONTROL WIRES:

A. 24-volt solid wire, U.L. approved for direct burial in ground. Wire shall be minimum 14-gauge, AWG, single strand solid copper, Type UF or N.E.C. Class II; 600-volt capability; polyethylene or PVC insulation. Wire size shall be increased to meet controller manufacturer's recommendations at locations where 14-gauge is inadequate. 1. Common wire shall be white. 2. Individual zone valve control wire shall be color-coded for each valve.

B. Provide waterproof wire splices. Splices shall be plastic-body wire nut, internal spring wire-grip, silicon-

filled, U.L. Listed, suitable for outdoor burial in wet conditions. 2.5 SLEEVES:

A. Under all walks and paving through walls, and at other locations indicated on drawings. Schedule 40 PVC pipe; ASTM D1785. Size shall be twice the diameter of the respective irrigation pipe to be served by the sleeve.

2.06. SWING JOINTS:

A. Rotary Head Connection: Pre-manufactured swing joint units, rigid PVC pipe (ASTM D1785), joined to rotating fittings (ASTM D2466) with NPT threads meeting ASTM D2464 and gasketed O-rings; rated 315 psi working pressure.

B. Spray Head Connection: Flexible, low-density polyethylene pipe (ASTM D2239) rated at 80 psi

pressure operating pressure. Include all necessary fittings and clamps. C. Quick Coupler Valve Connection: Pre-manufactured swing joint units, rigid PVC pipe (ASTM D1785),

joined to rotating fittings (ASTM D2466) with NPT threads meeting ASTM D2464 and gasketed O-rings; rated 315 psi working pressure.

2.6 VALVES:

A. Control Valves:




1. Globe or angle valves operated by low-power solenoid, normally closed, manual flow adjustment, pressure-regulating where required. Rated to 150 psi working pressure.

2. Control valves shall be located on each zone and as a master valve immediately downstream from the curb stop.

B. Manual Valves:

1. Provide either of the following, unless otherwise indicated:

a. Ball valve, full port, bronze body or heavy-duty thermoplastic PVC body, EPDM valve seat,

NSF/ANSI 61 compliant, 150 psi working pressure. b. Resilient seat gate valve, bronze construction, non-rising stem, key-operated, 150 psi working

pressure, NSF/ANSI 61 compliant, meeting MSS SP-80.

2. Furnish two keys of sufficient length to operate valve after installation.

C. Quick-Coupler Valves:

1. Two-piece, bronze construction, lockable vinyl cover with non-potable warning label. Furnish two operating keys and hose swivel ells. Provide Rainbird #44-LRC with locking rubber cover, or acceptable equivalent.

2. Quick-coupler valves shall be located at dead-end of all pressure piping branches and at other specified locations.

D. Valve Box and Covers: Lockable, rigid, durable, UV resistant, high-strength plastic; or acceptable

equivalent. Box height shall be as required for bury depth of valve and for cover to match flush with finish grade.

E. Automatic Drain Valves: Shall be installed on zone piping only on a gravity drained system. Provide either of the following:

1. Spring-loaded, clog-resistant drain valve designed to open under pressures of 3 psi ± or less. 2. Pressure activated, self-cleaning, designed to open under pressures of 10 psi ± or less; integral

backflow check.

F. Pressure Reducing/Sustaining Valves:

1. Hydraulically operated, pilot controlled, modulating valve designed to maintain constant upstream pressure within close limits; installed downstream from pump.

2. Basic valve shall be ductile (ASTM A536) or cast-iron (ASTM A48) body and cover, epoxy coated, bronze seat (ASTM B62), stainless steel stem and spring, and BUNA-N synthetic rubber elastomers.

3. Hydraulic control pilots shall have bronze bodies (ASTM B62), stainless steel internal components, and BUNA-N synthetic rubber elastomers.

4. Copper control tubing. 5. Brass fittings. 6. Connections shall be flanged or threaded, as required to match pipe. 7. Operating pressure shall be approximately 20 to 175 psi.

2.7 HEADS:

A. Pop-up Spray Head: Fixed pattern, with screw-type flow adjustment, 3½ to 4-inch pop-up height. Vandal resistant. Stainless steel retraction spring. High-strength plastic body with adjustable arc nozzles. Provide Hunter PRS-40.




B. Pop-up Rotary Head: Gear driven, full circle and adjustable part circle type, 4-inch pop-up height

approximate. Vandal resistant. Rubber cover. Stainless steel retraction spring. High-strength plastic body with interchangeable plastic nozzles. Provide Rainbird (5000) Series.

2.8 DRIP IRRIGATION COMPONENTS:

A. Flow Control Zone Kit:

1. Operating Range: 3 to 15 gpm with inlet pressure of between 20 and 150 psi. 2. Valve: Solenoid operated control valve, heavy-duty plastic body. 3. Filter: pressure regulating, heavy-duty plastic housing, replaceable #200 mesh stainless steel

screen.

B. Dripline: Polyethylene tubing with pressure-compensating, low-volume emitters integrated within the tubing at an even spacing; internal check valve; providing uniform water distribution rate between operating pressures of 20 and 60 psi. Provide Rainbird Xeri-Bug (with self-piercing barb).

2.9 BACKFLOW PREVENTERS:

A. Meets AWWA C506, USC FCCHR, CSA certified and IAMPO listed. B. Reduced Pressure Principal:

1. Bronze-body construction, 150 psi working pressure. Pressure differential relief valve assembled

between durable, spring-loaded check valves. Resilient-seated shut-off ball valves and test cocks. 2. Strainer on intake side.

2.10 BACKFLOW PREVENTER HOUSING:

A. Heavy-duty enclosure meeting ASSE 1060 (2006 edition) Class 2; unheated insulated interior,

fiberglass, stainless steel or marine-grade aluminum housing construction. Enclosure shall accommodate the backflow preventer installed and meet all pertinent federal, state and local requirements. 1. Insulation: Min. 1½ -inch thick closed cell faced insulation with a min. R value of 5.8 per inch. 2. Drain: Housing shall include integral insulated hinged panel designed to open against hydrostatic

pressure. Panel opening shall be sized based on applicable codes and maximum relief valve discharge rate from the backflow preventer.

3. Color options shall be selected by the Engineer from the manufacturer’s standard colors.

B. Pad: Use premixed concrete (min. 3,000 psi strength at 28 days).

2.11 CONTROLLER:

A. Furnish low voltage controller manufactured expressly for control of automated irrigation systems. Controller shall have sufficient number of zones to suit irrigation system design. Solid state design with battery back-up for program retention. Master valve/pump start circuit. Lightning protection. Outdoor, NFPA 70 weatherproof enclosure with lockable cover. Modular design to allow future expansion. Provide Rainbird ESP Modular Series controller.

B. Controller shall allow for manual or semi-automatic operation without disturbing preset automatic

operation.




C. Timing device shall be adjustable, 24-hour and 14 day or 7 day clock with even-odd schedule, to operate any time of day and skip any day in a 7 or 14 day period.

D. Zone control shall be variable from approximately 1 minute to 10 hours. Four program capability.

E. Coordinate with FHSU Facilities to determine the best location for the irrigation controller.

2.12 WEATHER SENSOR: A. Description: Hard-wired or wireless electronic sensors detecting adverse weather conditions to

communicate with and override the controller, temporarily shutting the system off. Sensor device shall be compatible with the respective controller. Installation of hard-wired devices shall be coordinated with other Work to allow power/communication wire to be neatly installed in a manner maximizing wiring concealment. System shall include the following sensors: 1. Rain Sensor, hygroscopic disk type. 2. Freeze Sensor, automatically shuts off system when temperatures fall below 37 degrees F. 3. Wind Sensor, automatically shuts off system when wind speeds exceed a prescribed speed.

2.13 DRAINAGE SUMP:

A. Aggregate: Lateral field rock or clean pea gravel. B. Soil Separator: 30 lb. roofing felt or geotextile fabric.

C. Size: Sumps sized to provide adequate volume of aggregate to allow complete gravity draindown of

system within 24 hours. PART 3 - EXECUTION 3.1 PREPARATION:

A. Verify all utility locations and depths prior to beginning irrigation Work. B. Verify status of finish grade elevations.

C. Stake proposed valve and head locations.

1. Adjust locations as required to avoid conflicts with existing and proposed landscaping, utilities and other site improvements and as required to ensure optimum sprinkler coverage.

2. Avoid installing piping within proposed tree planting pit locations unless said plants are in place at time of irrigation installation. Do not disturb plant root ball.

D. Plan pipe routing and installation methods in such manner so as to minimize damage to root zones of

existing trees to be protected. 3.2 TRENCHING AND BACKFILL:

A. Open cut trenching for pipe installation shall not exceed 24-inches in width, unless otherwise indicated or required for multiple pipe installation.

B. Compact bottom of trench/pipe bed prior to placing pipe. Compact in accordance to Section 31 2200 – EARTHWORK. Slope bottom of trench/pipe bed at minimum ½-inch per 10-feet to allow pipe to gravity




drain to pre-determined low-points. C. Trenches may be jacked, bored, or tunneled under existing trees and existing paved sections if the

pipe can be safely and properly installed. D. Tree Protection:

1. Root Zone shall be defined as the area within a radial distance of 1-foot per inch of trunk diameter from the center of the tree trunk.

2. Open trenches within root zones of large trees shall be excavated in such manner to avoid damage or removal of roots 2-inches in diameter and larger, to the fullest extent possible.

3. Excavate by hand, high pressure hydro-vacuum, high pressure air-vacuum, or other appropriate method in locations where large roots are encountered within root zones.

4. Open trenches within root zone shall be closed or covered in a suitable manner within 24 hours of excavation to minimize desiccation of exposed roots.

E. Trenchless installation ("Pulling") of pipe shall not be used, unless previously authorized by the

Landscape Architect. When authorized, such method may only be employed when soil and topographic conditions are suitable.

F. Tracer Wire:

1. Install tracer wire along the supply line extension and along all pressure piping. Terminate wire in valve box or test station. Secure to pipe by taping at 10-ft intervals.

G. All trenches and excavations shall be backfilled and compacted to prevent settlement. See Section 31

2200 – EARTHWORK for backfill and compaction requirements. 1. Coordinate backfill operations with pressure testing. 2. Compaction of backfill in turf and shrub bed areas shall be at least to the density of the

surrounding soil.

H. Unless otherwise specified, minimum bury depths shall be as follows:

1. Service Line: 42 inches. 2. Pressure Pipe: 15-inches. 3. Zone Pipe: 12-inches.

3.3 PIPE LINE ASSEMBLY:

A. All pipe and fittings shall be installed in accordance with the manufacturer’s written recommendations. B. Do not lay pipe in water or when trench or weather conditions are unsuitable. C. Connect to water supply and install in accordance with local requirements, manufacturer’s written

recommendations, and Section 33 1000 – WATER UTILITIES. D. Slope pressure pipe and zone pipe at minimum ½-inch per 10-feet to gravity drain to pre-determined

low-points if gravity drained system is to be installed.

E. Make provision for expansion and contraction of pipe as it adjusts to soil temperatures during the backfill process. Snake long runs of piping in trench. Temporarily stake or secure snaked pipe in position at approximately 5-ft on center. Remove temporary stakes after initial backfilling has begun.

F. Keep pipe interior thoroughly free of dirt and foreign matter when laying in the trench and keep clean




throughout installation process. Temporarily cap or cover pipe ends when Work is suspended and until Work is resumed.

G. Pipe and fitting joint connections:

1. Pipe and fitting joints shall be thoroughly cleaned of dirt, dust and moisture before connecting. 2. Join gasketed pipe in accordance with the manufacturer’s written recommendations. 3. Soldered connections: Perform all soldered connections between copper pipe and fittings in

accordance with ASTM B828. 4. Unless otherwise indicated, solvent welded using solvents and methods as recommended by

manufacturer of the pipe, except where screwed connections are required. Apply solvent with a non-synthetic bristle brush.

5. Threaded fittings shall be connected using Teflon tape, wrapping tape around threads in same direction as tightening the fitting. Do not solvent weld.

H. Install dielectric fittings between connections of dissimilar metals.

3.4 BACKFLOW PREVENTER:

A. Install backflow preventer in accordance with local codes and the manufacturer's written recommendations.

B. Construct raised concrete pad for backflow preventer enclosure in accordance with the enclosure manufacturer’s written recommendations and as shown on the Drawings. Top of pad shall be a minimum 4-inches above surrounding finish grade.

C. Install backflow preventer enclosure in accordance with the enclosure manufacturer’s written

recommendations.

1. Maintain adequate clearance around backflow preventer to enable access. 3.5 BRACING/THRUST RESTRAINT:

A. Provide and install suitable supports and braces for system components which are not buried. Supports and braces shall be adequate to support weight of components and resist thrust forces from water flow.

B. Provide adequate concrete thrust blocking along all tees and bends in pressure piping and service line.

3.06 AUTOMATIC CONTROLLERS:

A. Install in accordance with manufacturer’s written recommendations. 1. Install in location(s) shown in the Drawings. 2. Mount and secure to building wall, pedestal, or other structure as indicated in the Drawings. 3. Unless otherwise specified, install in durable, lockable, weatherproof enclosure.

B. Connect remote control valves to controller in a clockwise sequence to correspond with station setting beginning with Zones 1, 2, 3 etc.

C. Connect controller to power source in accordance with local electrical codes. D. Install weather sensors in accordance with the manufacturer’s written recommendations and as shown

on the Drawings.




3.6 AUTOMATIC CONTROL WIRING:

A. Control wire splices will be allowed only on runs more than 500 feet. Connections shall be watertight (typical) in nature. Splices shall be watertight and located within a valve box or equivalent accessible location.

B. Wiring shall be bundled and installed along pressure pipe trench beneath pipe. Coil wire 30-inches of

extra wire at each control valve and at 100-foot intervals to allow for expansion. C. Install spare wires with the wire bundle between controller and furthest valve unless otherwise indicated

on the Drawings. Provide a minimum of (2) spare wires unless otherwise indicated. 3.7 VALVES AND VALVE BOXES:

A. Drain Valves:

1. Manual drain valve shall be installed at all low points in the irrigation lines kept under pressure. 2. Automatic drain valves shall be installed at all low points in irrigation zone piping, at higher

elevations as required to relieve excessive static pressure on lower drain valves, and adjacent to discharge side of all zone control valves. Automatic drain valves shall be positioned at a 45d angle near the bottom of the pipe.

3. Place free-draining granular material around and beneath all drain valves.

B. Install remote control valves and group together where practical; place no closer than 6-inches to walk edges, buildings, and walls. Set valves at proper depth and position.

C. Install isolation valves in the locations shown in the Drawings. Set at proper depth and position with handwheel set for easy access and operation.

D. Install quick-coupler valves in the locations shown in the Drawings. Set in vertical position at proper

elevation for easy access and operation. Secure with permanent 36-inch long steel stake. E. Install valve boxes with lock-latch lids over all automatic control valves, manual drain valves, isolation

valves and quick-coupler valves. 1. Install on 12-inch thick free-draining gravel layer with brick base supporting the box. 2. Adjust valve box position to permit easy access to the respective valve and enable proper

operation. 3. Set valve box covers flush with surrounding finish grade. 4. Remove all extraneous dirt and debris from within the box. Coil all excess control wire and secure

with zip ties. Provide a clean, neat, finished installation. 3.8 HEADS:

A. Thoroughly flush system prior to head installation.

B. Set heads plumb and flush with finish grade.

C. Adjust heads to provide optimum coverage. 3.9 EROSION CONTROL:

A. Control all erosion occurring as a result of irrigation system operation until establishment of vegetation.




3.10 SYSTEM START-UP:

A. The Contractor shall provide the field programming, timing, and sequencing for the irrigation system such that the system will be fully operational and functioning upon release to the Owner.

B. Adjust automatic control valves for optimum flow and system performance. Perform final adjustment of

heads for optimum coverage by adjusting position, flow and arc while minimizing overspray onto surrounding walks, streets, building facades and hardscapes.

C. Provide system demonstration in presence of Owner's Representative.

D. Clean-up site of all trash and debris resulting from irrigation Work.

3.11 PRESSURE TESTING:

A. Pressure test pressure pipe system in the presence of the Landscape Architect, or the Owner’s authorized representative.

B. Place sufficient backfill to prevent pipe movement when pressurized and yet not hinder locating system

leaks.

C. The Contractor shall pump up the pressure to 100 psi at an average elevation in the pressure pipe to test for leakage. Do not exceed 130 psi in low points of pressure pipe. Repair leaks. Test results shall be acceptable when system can maintain the full pressure without additional pumping for a period of one hour.

3.12 DISINFECTION:

A. All service line between the tap on the City main and the backflow preventer shall be disinfected with chlorine solution in accordance with local codes. Verify that lines are thoroughly flushed and clean prior to disinfection.

3.13 WORKMANSHIP:

A. The Contractor shall be responsible for full and complete coverage of all irrigated areas and shall make any necessary minor adjustments at no additional cost to the Owner.

3.14 GUARANTEE:

A. All work shall be guaranteed against backfill settlement and against all defects in material, equipment and workmanship for the period specified in PART 1 - GENERAL. Any leaks resulting from said defects shall be immediately repaired at no additional cost to the Owner.

B. The Contractor shall assist the Owner in system winterization and spring start-up occurring during the

warranty period. END OF SECTION 32 8010

Power PlantFFE = 1996.54

Memorial UnionF.F.E. = 1997.47 (First Floor)

FFE = 1997.97(Under Construction)

New Facility for Art and Design

F.F.E. = 2011.14 (Second Floor)

lp

sign

kiosk 12" linden

5" ginkgo20" bald cypress

24" locust

36" locust

28" golden rain28" oak

28" oak

40" ash

4" oak

36" elm

8" locust 10" locust 12" locust

40" green ash

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6.60

'29.00'

6.70

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8.00'

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3.30'

11.7

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7.60'

43.1

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53.00'

43.1

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53.00'

15.15'

42.8

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83.30'

42.9

0'

15.15'

Sanitary Sewer Manhole"X" cut on North RIM

BM 1 = 1995.03 NGVD29FL in W (8" clay) = 1992.10

FL out E (8" clay) = 1992.04

Square cut top of curbBM 4 = 1994.68 NGVD29

landing

Campus Drive (concrete)

Sanitary Sewer ManholeRIM = 1995.17

FL in W (8" clay) = 1991.01FL out E (8" clay) = 1990.99

FL in SW (8" pvc) = 1991.01


FL in W (8" clay) = 1990.47FL out E (8" clay) = 1990.45FL in SW (8" pvc) = 1990.49

15" RCP

15" RCP

18" c

lay

Storm Sewer ManholeRIM = 1994.34

FL in E = 1986.34FL in NE = 1989.64FL in SE = 1988.54FL in W = 1988.54

FL out S = 1986.24

Storm Sewer ManholeRIM = 1995.26FL in E (12" clay) = 1990.41FL in SW (10" clay) = 1990.73FL in N (4" & 6" pvc) = 1992.43FL out W (12" clay) = 1990.36FL in E (4" cast) = 1991.71

12" clay

Basement Floor = 1989.05Service Tunnel Floor = 1989.07


FL in W (8" clay) = 1991.45FL out E (8" clay) = 1991.45

FL in SW (6" pvc from power plant) = 1992.54

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North Survey LimitsAny changes made outside of survey limitsafter Topographic Survey dated 03-24-2017have not been field verified

East Survey LimitsAny changes made outside of survey limitsafter Topographic Survey dated 03-24-2017have not been field verified

Service Tunnel Floor = 1988.90Mechanical Room Floor = 1987.18

Area InletRIM = 1994.63FL out W = 1988.58

Control Point 4mag nail at back of curb

Northing: 199,976.82Easting: 930,257.37


FL in N (18" clay) = 1985.44FL in E (12" clay) = 1989.12

FL in NE (18" clay) = pluggedFL out W (18" clay) = 1985.52

Curb InletRIM = 1994.38

FL out NE = 1989.08

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Storage Facility

Service Tunnel

Mechanical Room

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1900 w.47th Place, #300, Westwood, KS 66205(913) 362-6500 www.PGAV.COMCopyright ©2016

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4338 BellviewKansas City, Missouri 64111816.531.4144816.531.8572 faxwww.bdc-engrs.com

Bob D Campbell

3501 SW Gage Blvd

Topeka, KS 66614

785.271.6644

www.brackengin.com

BRACK & ASSOCIATES

4361 S Dam Rd

Manhattan, KS 66502

785.539.4687

785.380.5007 fax

www.schwab-eaton.com

Schwab-Eaton, P.A.

Kansas Department of AdministrationOffice of Facilities & Property ManagementLandon State Office Building700 Harrison, Suite 1200Topeka, Kansas 66603Phone 785 296-8899Fax 785 296-8898

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SHEET NUMBER:

SHEET TITLE:

ISSUED FOR:

DATE:

OFPM PROJECT NUMBER:

Copyright 2016Peckham Guyton Albers & Viets, Inc.

Original Size: 1 1/2"Drawing may have been reduced0" 1"

PGAV PROJECT NUMBER:

A-013627

THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICHTHEY ARE AFFIXED, AND EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR

ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS, OR OTHERDOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED

FOR ANY PART OR PARTS OF THE ARCHITECTURAL OR ENGINEERINGPROJECT.

PECKHAM GUYTON ALBERS & VIETS, INC.

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ORIGINAL CONTRACTDOCUMENTS

53541-00

Revisions

No. Date Description

SCALE 1'' = 20'

20' 0 20' 40'

PLAN NORTH TRUE NORTH

SITE LEGEND

C400

SITE UTILITY PLAN

UTILITIES SCHEDULE1. Connect to existing storm sewer manhole and install new storm sewer Line 1. See

sheet C402.

2. Install storm sewer junction manhole. See sheet C402.

3. Install sanitary sewer manhole. See sheet C401.

4. Connect to existing sanitary sewer manhole and install 8" PVC sewer pipe south. Seesheet C401.

5. Connect to existing water main with tapping sleeve, and valve assembly and installnew 4" Fire Protection Line to proposed building. See MEP plans for continuation.

6. Connect to existing water main with tapping sleeve and valve assembly and installnew 2-1/2" Domestic Water Service Line to proposed building. See MEP plans forcontinuation.

7. Proposed gas line relocation, by Others. Coordinate with Midwest Energy.

8. Connect to existing storm sewer manhole and install storm sewer line 2. Remove andreplace existing 18" clay pipe east. See sheet C402.

9. Connect to roof drain and install roof drain line to storm sewer. Pipe size noted onplan. See sheet C402.

10. Connect to existing area inlet and install HDPE storm sewer pipe east. See sheetC402.

11. Install storm sewer area inlet. See sheet C402.

12. Install trench drain (8" width). See storm sewer plan and profile, Sheet C402 anddetails on Sheet C503.

13. Remove existing curb inlet. Install new curb inlet in line with new curb and gutter andconnect to existing 15" RCP storm sewer pipe. Field verify flowline elevation.

14. Connect to overflow roof drain line, flowline elevation = 1996.25± . Install 6" roof drainline and daylight in landscape, flowline out - 1995.85±. Install 6" mitered drain, oracceptable equivalent, on pipe end.

15. Remove and replace concrete pavement, curb and gutter as necessary to connectto existing storm sewer manhole. Backfill with flowable fill under street pavement.

16. Connect existing building roof drain to proposed storm sewer line.

17. Connect proposed foundation drain along existing Union to proposed storm sewer.Re Arch.

18. Remove and replace concrete pavement as needed to install utilities.

19. Connect to overflow roof drain line, flowline elevation = 1996.00± . Install 6" roof drainline and daylight in landscape, flowline out - 1995.70±. Install 6" mitered drain, oracceptable equivalent, on pipe end.

8.

1.

2. 7.

3.

13.

11.

5.

6.

8"6"

4"

4"

6"

6"

6"

11. 11.

11.

10.

4.

9. 9.

9.

9.

9.

9.

14.

12.12.12.

Proposed Sanitary Sewer Structure

Proposed Domestic Water Line

Proposed Fire Protection Water Line

Proposed Storm Sewer Pipe

Proposed Roof Drain Pipe

Proposed Gas Line

Proposed Sanitary Sewer Line

Proposed Storm Sewer Structure

15.

15.

16.17.

18.

18.

7.

CENTER FOR STUDENT SUCCESSF.F.E. = 1997.75 (FIRST FLOOR)

19.

9.

4"

2

2

2 01/16/2020 ADDENDUM 03

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AutoCAD SHX Text

FL = FF-1.5' 96.25

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ST

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ST

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ST

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ST

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ST

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ST

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ST

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CO

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SS

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SS

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Install gutter inlet C500C500

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ST

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SS

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Storm Sewer Line 2

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Storm Sewer Line 1

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Existing Curb Inlet to be Removed.

AutoCAD SHX Text

Proposed Curb Inlet.

AutoCAD SHX Text

Proposed communication line. Bore under College Drive. See MEP.

Power PlantFFE = 1996.54

36" elm

8" locust 10" locust 12" locust

40" green ash

24" elm

concrete walk

statue

conc

rete

wal

k

conc

rete

wal

k

lp

grass

switch

43.1

5'

53.00'

43.1

5'

15.15'

42.8

5'

83.30'

42.9

0'

15.15'

15" RCP

15" RCP

Basement Floor = 1989.05Service Tunnel Floor = 1989.07

co

15" RCPService Tunnel

Area InletRIM = 1994.63FL out W = 1988.58


Storage Facility

New water line Locationshown based upon

apparent trench was notmarked

1995 19951996

1996

1997

2+00

5+

00

6+

00

7+

00

7+

35

Memorial UnionF.F.E. = 1997.47 (First Floor)F.F.E. = 2011.14 (Second Floor)

lp

sign

kiosk 12" linden

5" ginkgo

28" golden rain28" oak

stat

ue

concrete drive

concrete walk

iqc iwv

conc

rete

wal

k

grass

grass

Col

lege

Driv

e (c

oncr

ete)

24" oak

grass

iqclp

iwvgv

gv

shrub

shrub

shrub

shrub

ramp

21.55'

4.05

'

8.10'3.90

'28.40'

6.60

'29.00'

6.70

'

8.00'

15.7

0'

3.30'

11.7

0'

7.60'

Square cut top of curbBM 4 = 1994.68 NGVD29

landing

18" c

lay

Storm Sewer ManholeRIM = 1995.26FL in E (12" clay) = 1990.41

12" clay

conc

rete

wal

k

shrub

shrub

shrub

Control Point 4mag nail at back of curb

Northing: 199,976.82Easting: 930,257.37


FL in N (18" clay) = 1985.44FL in E (12" clay) = 1989.12

FL in NE (18" clay) = pluggedFL out W (18" clay) = 1985.52

86.3

1'

Service Tunnel

Mechanical Room

1+

00

2+

00

3+

00

4+00

4+50

3+

00

3+

33

1995

1996

1996

1996

1997

1997

1997

1996

1997

3+

00

3+

33

1+

00

2+

00

3+

00

4+00

4+50

.

1985

1990

1995

2000

1985

1990

1995

2000

0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+6033.0 L.F. of 15" Corrugated HDPE Pipe

@ 4.57%74.3 L.F. of 15" Corrugated HDPE Pipe



@ 1.00%

FL P

ipe

1 =

1989.5

1

FL P

ipe

1 =

1988.0

0

FL P

ipe

2 =

1990.3

1

FL P

ipe

2 =

1989.6

1

FL P

ipe

3 =

1992.1

2

FL P

ipe

3 =

1990.4

1

FL P

ipe

4 =

1993.0

0

FL P

ipe

4 =

1992.3

7

1985

1990

1995

2000

1985

1990

1995

2000

4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+4049.3 L.F. of 18" Corrugated HDPE Pipe




@ 1.00%

FL P

ipe

5 =

1987.2

0

FL P

ipe

5 =

1986.3

4

FL P

ipe

7 =

1988.5

8

FL P

ipe

7 =

1988.2

4

FL P

ipe

8 =

1991.2

3

FL P

ipe

8 =

1989.0

0

FL P

ipe

6 =

1988.1

4

FL P

ipe

6 =

1987.3

0

A

B

C

D

E

6 5 4 3 2 1

1900 w.47th Place, #300, Westwood, KS 66205(913) 362-6500 www.PGAV.COMCopyright ©2016

PR

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ing

Num

ber 2

4600

-003

05

4338 BellviewKansas City, Missouri 64111816.531.4144816.531.8572 faxwww.bdc-engrs.com

Bob D Campbell

3501 SW Gage Blvd

Topeka, KS 66614

785.271.6644

www.brackengin.com

BRACK & ASSOCIATES

4361 S Dam Rd

Manhattan, KS 66502

785.539.4687

785.380.5007 fax


Schwab-Eaton, P.A.

Kansas Department of AdministrationOffice of Facilities & Property ManagementLandon State Office Building700 Harrison, Suite 1200Topeka, Kansas 66603Phone 785 296-8899Fax 785 296-8898

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SHEET NUMBER:

SHEET TITLE:

ISSUED FOR:

DATE:





A-013627

THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICHTHEY ARE AFFIXED, AND EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR

ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS, OR OTHERDOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED

FOR ANY PART OR PARTS OF THE ARCHITECTURAL OR ENGINEERINGPROJECT.


5/31/2

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53541-00

Revisions


SCALE 1'' = 20'

20' 0 20' 40'

PLAN NORTH TRUE NORTH

C402

STORM SEWERPLAN & PROFILE

STORM SEWER LINE 1 PROFILEHorizontal Scale: 1" = 20'Vertical Scale: 1' = 5'

STORM SEWER LINE 1 PLANScale: 1" = 20'

SCALE 1'' = 20'

20' 0 20' 40'

PLAN NORTH TRUE NORTHSTORM SEWER LINE 2 PLAN

STORM SEWER LINE 2 PROFILEHorizontal Scale: 1" = 20'Vertical Scale: 1' = 5'

2

2

2

2

2

2

2 01/16/2020 ADDENDUM 03

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AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

Install gutter inlet C500C500

AutoCAD SHX Text

FL = FF-1.5' 96.25

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

CO

AutoCAD SHX Text

SS

AutoCAD SHX Text

CAUTION!! Exist. Gas Line Depth Unknown. Field Verify.

AutoCAD SHX Text

CAUTION!! Exist. underground Elec. Line Depth Unknown. Field Verify.

AutoCAD SHX Text

CAUTION!! Exist. Gas Line Depth Unknown. Field Verify.

AutoCAD SHX Text

Proposed Sanitary Sewer Crossing.

AutoCAD SHX Text

CAUTION!! Exist. Water Line. Depth Unknown. Field Verify.

1.53" 6'-8"

EXT. END1'-8"

JOIST PER PLAN

1½"Dp ROOF DECK PER PLAN

WIDE FLANGE BEAM PER PLAN

CONT. WT4x12

3"Dp ROOF DECK PER PLANCONT. L4x4x¼


CONT. HSS2½x2½x¼ ATOP BEAM BETWEEN JOISTS

4"

CONT. L4x4x¼

CLIP @ EACH STUD

CLIP @ EACH STUD

6"x18ga METAL STUDS @ 16"oc (600S162-43)


METAL PANEL EXTERIOR PER ARCH.

GRID PER PLAN

3" DIM. PER PLAN



CONT. WIDE FLANGE BEAM PER PLAN

1/2" CAP PLATE w/ (4) ¾"Ø BOLTS

WIDE FLANGE COLUMN PER PLAN



3"Dp ROOF DECK PER PLAN

CONT. L4x4x¼


CONT. L4x4x¼

CLIP @ EACH STUD


CLIP @ EACH STUD

2

END PLATE MOMENT CONNECTION w/ THERMAL BREAK PAD BETWEEN PLATES (EX: FABREEKA PAD) NOTE: AT CONTRACTOR'S OPTION, THERMAL INSULATING COATING (EX: TNEMEC AEROLON COATING) MAY BE SUBSTITUTED FOR THERMAL BREAK PAD. COATING SHOULD BE APPLIED IN (2) 50mil LAYERS AND SHOULD EXTEND 24" MIN. EXTERIOR AND INTERIOR OF WALL INSULATION. COATING SHOULD ALSO BE APPLIED TO 24" LENGTH OF COLUMNS AND PERPENDICULAR BEAMS WHICH INTERSECT THE MAIN BEAM COATING. IF COATING ALTERNATIVE IS USED, END PLATES AND PAD MAY BE OMITTED AND BEAM SHALL BE CONTINUOUS.

1.5



CONT. WT4x12


CONT. L4x4x¼



CONT. L4x4x¼

CLIP @ EACH STUD

CLIP @ EACH STUD



3" 6'-8"

EXT. END1'-8"

4"

WINDOW PER ARCH.

4"x18ga STUD KICKER @ 48"oc

L6x6x¼ BETWEEN JOIST TOP CHORD PANEL POINTS

JOIST PER PLAN


3/8" PLATE @ EACH C6

HEAD CONNECTION TO ALLOW FOR 3/8" VERT. MOVEMENT

F.7

6'-8"3"


L4x4x¼ x 8"Lg ATOP JOIST TOP CHORD

CONT. WT4x12

HORIZ. BRIDGING PER SJI SPECS w/ X-BRIDGING AT DISCONT. ENDS TO MATCH.

JOIST PER PLAN


WINDOW PER ARCH.




CONT. L4x4x¼

CONT. L4x4x¼


CLIP @ EACH STUD


CLIP @ EACH STUD


6'-8"3"

GRID PER PLAN


CONT. WT4x12

CONT. WIDE FLANGE BEAM PER PLAN

1/2" CAP PLATE w/ (4) ¾"Ø BOLTS

WIDE FLANGE COLUMN PER PLAN




CONT. L4x4x¼


CONT. L4x4x¼

CLIP @ EACH STUD


CLIP @ EACH STUD

END PLATE MOMENT CONNECTION w/ THERMAL BREAK PAD BETWEEN PLATES (EX: FABREEKA PAD) NOTE: AT CONTRACTOR'S OPTION, THERMAL INSULATING COATING (EX: TNEMEC AEROLON COATING) MAY BE SUBSTITUTED FOR THERMAL BREAK PAD. COATING SHOULD BE APPLIED IN (2) 50mil LAYERS AND SHOULD EXTEND 24" MIN. EXTERIOR AND INTERIOR OF WALL INSULATION. COATING SHOULD ALSO BE APPLIED TO 24" LENGTH OF COLUMNS AND PERPENDICULAR BEAMS WHICH INTERSECT THE MAIN BEAM COATING. IF COATING ALTERNATIVE IS USED, END PLATES AND PAD MAY BE OMITTED AND BEAM SHALL BE CONTINUOUS.

2

4

3" 7'-2"

4"

EXT. END2'-1"

RIBBON WINDOW PER ARCH.


JOIST PER PLAN



CONT. WT4x123"Dp ROOF DECK PER PLAN

CONT. L4x4x¼



CONT. L4x4x¼

CLIP @ EACH STUD

CLIP @ EACH STUD



L6x6x5/16 BETWEEN JOIST TOP CHORD PANEL POINTS



7'-11"

A.93"

6'-8"

CONT. WT4x12 1½"Dp ROOF DECK PER PLAN

L4x4x¼ x 8"Lg ATOP JOIST TOP CHORD

HORIZ. BRIDGING PER SJI SPECS w/ X-BRIDGING AT DISCONT. ENDS TO MATCH.

JOIST PER PLAN





CONT. L4x4x¼

CONT. L4x4x¼


CLIP @ EACH STUD


CLIP @ EACH STUD

CURTAIN WALL PER ARCH.


B.5

CONT. WT4x12

HORIZ. BRIDGING PER SJI SPECS w/ X-BRIDGING AT DISCONT. ENDS TO MATCH

JOIST PER PLAN


1½"Dp ROOF DECK PER PLAN3"Dp ROOF DECK PER PLAN

WINDOW PER ARCH.

COLD-FORMED BOX BEAM HEADER BY COLD-FORMED SUPPLIER

6"x16ga METAL STUDS @ 16"o.c. (600S162-54)


4.5

CONT. DEFLECTION TRACK @ TOP (TYP.)

8" INTERIOR STUDS @ 16"oc PER ARCH.EXTERIOR STONE

FINISH PER ARCH.


FASTEN STUDS TOGETHER w/ #10 SCREWS @ 12"oc

CONT. DEFLECTION TRACK

CONT. 1/4" PLATE WELDED TO BEAM BOTTOM FLANGE


C4x5.4 @ 48"oc MAX. WELDED ALL AROUND TO BEAM TOP FLANGE. INFILL w/ 8"x18ga METAL STUDS @ 16"oc AND FASTEN ONE STUD TO FACE OF EACH C4 w/ #10 TEK SCREWS @ 6"oc

6" 3" 5"

CONT. L3x3x¼

ROOF DECK PER PLAN

JOIST PER PLAN

CONT. L4x4x WELDED TO VERT. C4's


A

B

C

D

E

6 5 4 3 2 1

THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH

THEY ARE AFFIXED, AND EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR

ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS, OR OTHER

DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED

FOR ANY PART OR PARTS OF THE ARCHITECTURAL OR ENGINEERING

PROJECT.

NOT FOR

CONSTRUCTION

1900 w.47th Place, #300, Westwood, KS 66205(913) 362-6500 www.PGAV.COM

Copyright ©2016


PR

OJE

CT

:

Ha

ys, K

ansas

Build

ing

Num

ber

246

00

-00

30

5

4338 Bellview

Kansas City, Missouri 64111

816.531.4144

816.531.8572 fax

www.bdc-engrs.com

Bob D Campbell

3501 SW Gage Blvd

Topeka, KS 66614

785.271.6644

www.brackengin.com

BRACK & ASSOCIATES

1125 Garden Way

Manhattan, KS 66502

785.539.4687

785.539.6419


Schwab-Eaton, P.A.

Kansas Department of Administration

Office of Facilities & Property Management

Landon State Office Building

800 SW Jackson, Suite 600

Topeka, Kansas 66612-1220

Phone 785 296-8899

Fax 785 296-8898

DR

AW

N B

Y:

CH

EC

KE

D B

Y:

SHEET NUMBER:

SHEET TITLE:

ISSUED FOR:

DATE:





A-013627

1/15

/202

0 2:

24:1

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Auth

or

Checker

S501

2019-12-04

ROOF FRAMINGSECTIONS


53541-00

3/4" = 1'-0"1 SECTION3/4" = 1'-0"2 SECTION

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

3/4" = 1'-0"4 SECTION3/4" = 1'-0"5 SECTION

3/4" = 1'-0"6 SECTION

3/4" = 1'-0"7 SECTION3/4" = 1'-0"8 SECTION

3/4" = 1'-0"9 SECTION

Revisions


2 1-16-2020 Addendum #03

NOT FOR

CONSTRUCTION

NOT FOR

CONSTRUCTION

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