PROJECT NO. 1624906.02 23 09 23.02-1€¦ · PICS - Product Interoperability Compliance Statement B. Terms used in this specification are as follows: ... the point of annunciation

PROJECT NO. 1624906.02 23 09 23.02-1

DIRECT-DIGITAL CONTROL SYSTEM FOR HVAC-LONWORKS

SECTION 23 09 23.02


PART 1 GENERAL

1.01 WORK INCLUDED

A. Extend the existing Lonworks based Building Management System (BMS) to serve new equipment installed on this project.

B. Provide an open, interoperable system using the Lonworks protocol and Lonmark certified controllers. The existing Tridium Web Supervisor is AX Version 3.7.

C. Update the graphical interface to reflect the new building and HVAC equipment.

D. Provide communications cabling between the new building and the existing building.

E. Furnish all labor, materials, equipment, and service necessary for a complete and operating Building Management System (BMS), utilizing Direct Digital Controls as shown on the drawings and as described herein. Drawings are diagrammatic only.

F. Submittals, data entry, electrical installation, programming, start up, test and validation acceptance documentation, and system warranty.

G. All labor, material, equipment and software not specifically referred to herein or on the plans, that are required to meet the functional intent of this specification, shall be provided.

H. The system shall include all interconnecting wiring and conduit as required for a fully operational system as specified. Wiring shall be installed as per local codes or Division 16 whichever is more stringent.

1. Line voltage wiring shall utilize methods and materials complying with the requirements of Division 26, local building codes, and the NEC.

2. Low voltage wiring shall use methods and materials complying with the requirements of Division 26 for Circuitry for Miscellaneous Low Voltage Systems, local building codes and NEC. Plenum rated cable is acceptable where concealed and accessible.

1.02 RELATED SECTIONS

A. Section 230993 - Sequence of Operation

B. Section 262717 - Equipment Wiring

1.03 REFERENCES

A. All work shall conform to the following Codes and Standards: 1. Applicable State and local codes. 2. Underwriters Laboratories (UL) listing and labels. 3. UL 916 Energy Management Equipment 4. NFPA 70 - National Electrical Code. 5. NFPA 90A - Standard For The Installation Of Air Conditioning And Ventilating Systems. 6. ANSI/EIA 909.1-A-1999 (LonWorks) 7. ANSI/ASHRAE Standard 135-2004 BACnet-A Data Communication Protocol for

building Automation and control Networks

1.04 WARRANTY

A. All components, system software, and parts supplied by the BMS contractor shall be guaranteed against defects in materials and workmanship for one year from acceptance date. The BMS contractor at no charge shall furnish labor to repair, reprogram, or replace components during the warranty period. All corrective software modifications made during warranty periods shall be updated on all user documentation and on user and manufacturer archived software disks.

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1.05 APPROVED CONTROLS BIDDERS

A. Schneider installing Schneider I/A Series products

B. Studebaker Controls: www.studebakercontrols.com

C. Mechanical Contractors, Inc.: mcihvac.com

D. AirTight Facilitech: www.atftservices.com

E. Substitutions: Under the provisions of Section 016000.

F. Engineered Control Solutions: www.ECScontrols.net

1.06 SUBMITTAL

A. Submit per the requirements of Section 013000 - Administrative Requirements

B. Submit shop drawings of the control system consisting of a list of equipment and materials, including manufacturers catalog data sheets and installation instructions, wiring and schematic diagrams and software descriptions. Submit sequence of operation. Submit hard copies of each graphic screen.

C. Submittal shall also include a trunk cable schematic diagram depicting the Graphical User Interface (GUI) computer, control panel locations and a description of the communication type, media and protocol.

D. Provide a description of the graphics that will be provided as well as how a user will navigate the graphical user interface.

E. Submittal shall include a complete point list of all connected points to the DDC system.

F. Upon completion of the work, provide a complete set of 'as-built' drawings and application software on compact disk. Drawings shall be provided as AutoCAD™ or Visio™ compatible files. Three copies of the 'as-built' drawings shall be provided in addition to the documents on a compact disk.

G. As-built drawings shall include a complete list of both hardware as well as all software points such as set points, reset points and alarm limits. This points list shall include a point name, point description, network variable name (i.e. LON SNVT, BacNet point ID, etc) and engineering units. The intent of this list is to ensure that the owner has in his possession all information as it pertains to the installed system as to ensure that proper service or integration shall be able to be done in the future. This points list shall be included on the “as-built” compact disk in a Microsoft Excel format.

H. After the “as-built” drawings and points list is turned over to the engineer for review, the controls contractor shall set up a meeting and explain point data to the engineer and or the owner to ensure that the criteria of this specification has been met.

1.07 SOFTWARE LICENSE AGREEMENT

A. The Owner shall sign a copy of the manufacturer's standard software and firmware licensing agreement as a condition of this contract. Such license shall grant use of all programs and application software to Owner as defined by the manufacturer's license agreement, but shall protect manufacturer's rights to disclosure of trade secrets contained within such software.

B. The Server Software license ORG ID will include all listed approved controls bidders.

1.08 DELIVERY, STORAGE AND HANDLING

A. Deliver, store, protect and handle products under the provisions of Section 016000.

1.09 COORDINATION

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A. Coordinate the Work of this section with other trade to avoid conflicts in equipment location, pipe, duct and conduit runs, electrical outlets and fixtures, air diffusers, and structural and architectural features.

B. Coordinate with other trades to maintain required service access and NEC required work clearance to control devices and other electrical equipment.

1.10 SPECIFICATION NOMENCLATURE

A. Acronyms used in this specification are as follows: 1. BMS - Building Management System 2. NAC - Network Area Controller 3. IDC - Interoperable Digital Controller 4. IBC - Interoperable BACnet Controller 5. GUI - Graphical User Interface 6. WBI - Web Browser Interface 7. POT - Portable Operator's Terminal 8. PMI - Power Measurement Interface 9. DDC - Direct Digital Controls 10. LAN - Local Area Network 11. WAN - Wide Area Network 12. OOT - Object Oriented Technology 13. PICS - Product Interoperability Compliance Statement

B. Terms used in this specification are as follows: 1. Thin Client: A computer application that is supported by a computer browser and does

not acquire additional software to run. 2. Browser: Microsoft Internet Explorer. 3. Automation Server: Computer hardware running the building automation software. 4. Workstations: A computer that allows individuals access into the building automation

system. 5. Level 1 Bus: Highest tier network bus that allows communication between building level

controllers, servers and thin client workstations. 6. Level 2 Bus: The field bus communication system. 7. Concurrent Users: The number of thin client users that can access the system at any

one time.

PART 2 PRODUCTS

2.01 GENERAL

A. The Building Management System (BMS) shall be comprised of a network of interoperable, stand-alone digital controllers, portable operator terminals, printers, network devices and other devices as specified herein.

2.02 OPEN, INTEROPERABLE, INTEGRATED ARCHITECTURES

A. Provide a peer-to-peer networked, stand-alone, distributed control system using Lonworks and Tridium technology. The system shall have the capability to integrate future systems per the ANSI/ASHRAE Standard 135-1995 BACnet.

B. The supplied computer software shall employ object-oriented technology (OOT) for representation of all data and control devices within the system. In addition, adherence to industry standards including ANSI / ASHRAE™ Standard 135-1995, BACnet and LonMark to assure interoperability between all system components is required. For each LonWorks device that does not have LonMark certification, the device supplier must provide an XIF file for the device.

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C. All components and controllers supplied under this contract shall be true “peer-to-peer” communicating devices. Components or controllers requiring “polling” by a host to pass data are not acceptable.

D. The supplied system must incorporate the ability to access all data using Java enabled browsers without requiring proprietary operator interface and configuration programs. An Open Database Connectivity (ODBC) or Structured Query Language (SQL) compliant server database is required for all system database parameter storage. This data shall reside on a supplier-installed server for all database access. Systems requiring proprietary database and user interface programs are not acceptable.

E. The installed system shall provide secure password access to all features, functions and data contained in the overall BMS. Secure Socket Layer (SSL) encryption shall be an available option for remote access.

F. The installed system must be totally scalable to allow for future expansion with the addition of controllers and/or input/output devices. It shall not be necessary to remove equipment supplied under this contract to expand the system.

G. The failure of any single component or network shall not interrupt the control functions of non-affected devices. A single network failure shall only affect shared communications or shared data; individual application controllers and network controllers shall continue normal operation minus only the data from a remote device from the affected network. Automatic default values for all network transported data shall be provided to allow continued operation until the network is restored.

H. The BMCS shall provide support for ODBC or SQL. An embedded database must be an ODBC-compliant database or must provide an ODBC data access mechanism to read and write dated stored within it. A minimum offering would be the documentation of database schemas to allow users to read/write data into other applications using appropriate ODBC syntax.

I. A hierarchical topology is required to assure reasonable system response times and to manage the flow and sharing of data without unduly burdening the customer's internal Intranet network. Systems employing a “flat” single tiered architecture are not acceptable.

1. Maximum acceptable response time from any alarm occurrence (at the point of origin) to the point of annunciation shall not exceed 5 seconds for network connected user interfaces.

2. Maximum acceptable response time from any alarm occurrence (at the point of origin) to the point of annunciation shall not exceed 60 seconds for remote or dial-up connected user interfaces.

2.03 NETWORK AREA CONTROLLER (NAC)

A. The Network Area Controller shall be Tridium JACE.

B. The Network Area Controller (NAC) shall provide the interface between the level 1 bus (LAN or WAN) and the level 2 field bus control devices, and provide global supervisory control functions over the control devices connected to the NAC. It shall be capable of executing application control programs to provide:

1. Calendar functions 2. Scheduling 3. Trending 4. Alarm monitoring and routing 5. Time synchronization 6. Integration of LonWorks controller data and BACnet controller data 7. Network Management functions for all LonWorks based devices

C. Provide a Network Area Controller with the following hardware features as a minimum: 1. One Ethernet Port -10 / 100 Mbps 2. One RS-232 port

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3. One LonWorks Interface Port - 78KB FTT-10A 4. Battery Backup 5. Provide memory suitable for storing of alarms and provide a database engine to archive

alarms and trended data 6. Provide a full version of Microsoft Windows operating system 7. The NAC must be capable of operation over a temperature range of 0 to 55°C 8. The NAC must be capable of withstanding storage temperatures of between 0 and 70°C 9. The NAC must be capable of operation over a humidity range of 5 to 95% RH, non-

condensing

D. The NAC shall support standard Web browser access via the Intranet/Internet. It shall support a minimum of 16 simultaneous users

E. The NAC shall provide multiple user access to the system and support for ODBC or SQL. A database resident on the NAC shall be an ODBC-compliant database or must provide an ODBC data access mechanism to read and write data stored within it.

F. Event Alarm Notification and Actions: 1. The NAC shall provide alarm recognition, storage; routing, management, and analysis

to supplement distributed capabilities of equipment or application specific controllers. 2. The NAC shall be able to route any alarm condition to any defined user location

whether connected to a local network or remote via dial-up, telephone connection, or wide-area network.

3. Alarm generation shall be selectable for annunciation type and acknowledgement requirements including but limited to:

a. To alarm b. Return to normal c. To fault

4. Provide for the creation of an unlimited number of alarm classes for the purpose of routing types and or classes of alarms, i.e., security, HVAC, Fire, etc.

5. Provide timed (schedule) routing of alarms by class, object, group, or node. 6. Provide alarm generation from binary object “runtime” and/or event counts for

equipment maintenance. The user shall be able to reset runtime or event count values with appropriate password control.

G. Control equipment and network failures shall be treated as alarms and annunciated.

H. The following shall be recorded by the NAC for each alarm (at a minimum): 1. Time and date 2. Location (building, floor, zone, office number, etc.) 3. Equipment (air handler #, access way, etc.) 4. Acknowledge time, date, and user who issued acknowledgement. 5. Number of occurrences since last acknowledgement.

I. Alarm actions may be initiated by user defined programmable objects created for that purpose.

J. Defined users shall be given proper access to acknowledge any alarm, or specific types or classes of alarms defined by the user.

K. A log of all alarms shall be maintained by the NAC and/or a server (if configured in the system) and shall be available for review by the user.

L. Provide a “query” feature to allow review of specific alarms by user defined parameters.

M. A separate log for system alerts (controller failures, network failures, etc.) shall be provided and available for review by the user.

N. An Error Log to record invalid property changes or commands shall be provided and available for review by the user.

2.04 DATA COLLECTION AND STORAGE

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A. The NAC shall have the ability to collect data for any property of any object and store this data for future use.

B. The data collection shall be performed by log objects, resident in the NAC that shall have, at a minimum, the following configurable properties:

1. Designating the log as interval or deviation. 2. For interval logs, the object shall be configured for time of day, day of week and the

sample collection interval. 3. For deviation logs, the object shall be configured for the deviation of a variable to a fixed

value. This value, when reached, will initiate logging of the object. 4. For all logs, provide the ability to set the maximum number of data stores for the log and

to set whether the log will stop collecting when full, or rollover the data on a first-in, first-out basis.

5. Each log shall have the ability to have its data cleared on a time-based event or by a user-defined event or action.

C. The NAC shall have the ability to archive its log data either locally (to itself), or remotely to a server or other NAC on the network. Provide the ability to configure the following archiving properties, at a minimum:

1. Archive on time of day 2. Archive on user-defined number of data stores in the log (buffer size) 3. Archive when log has reached its user-defined capacity of data stores 4. Provide ability to clear logs once archived

2.05 AUDIT LOG

A. Provide and maintain an Audit Log that tracks all activities performed on the NAC. Provide the ability to specify a buffer size for the log and the ability to archive log based on time or when the log has reached its user-defined buffer size. Provide the ability to archive the log locally (to the NAC), to another NAC on the network, or to a server. For each log entry, provide the following data:

1. Time and date 2. User ID 3. Change or activity: i.e., Change set point, add or delete objects, commands, etc.

2.06 DATABASE BACKUP AND STORAGE

A. The NAC shall have the ability to automatically backup its database. The database shall be backed up based on a user-defined time interval.

B. Copies of the current database and, at the most recently saved database shall be stored in the NAC. The age of the most recently saved database is dependent on the user-defined database save interval.

C. The NAC database shall be stored, at a minimum, in XML format to allow for user viewing and editing, if desired. Other formats are acceptable as well, as long as XML format is supported.

2.07 INTEROPERABLE LON CONTROLLER (ILC)

A. HVAC control shall be accomplished using LonMark based devices where the application has a LonMark profile defined. Where LonMark devices are not available for a particular application, devices based on LonWorks shall be acceptable. For each LonWorks device that does not have LonMark certification, the device supplier must provide an XIF file for the device. Publicly available specifications for the Applications Programming Interface (API) must be provided for each LonWorks / LonMark controller defining the programming or setup of each device. All programming, documentation and programming tools necessary to set up and configure the supplied devices per the specified sequences of operation shall be provided.

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B. All ILCs shall be application programmable and shall at all time maintain their LonMark certification. All control sequences within or programmed into the ILC shall be stored in non-volatile memory, which is not dependent upon the presence of a battery, to be retained.

C. The ILCs shall communicate with the NAC at a baud rate of not less than 78.8K baud. The ILC shall provide LED indication of communication and controller performance to the technician, without cover removal.

D. The ILCs shall be operational as standalone devices configured to perform the sequences specified, and with I/O selected for the application. Controllers shall be tested and listed under UL916 for Energy Management computing devices. Each controller shall be provided with a face mounted LED type annunciation to continually display its operational mode: power, normal, or in an alarm state. The following integral and remote Inputs/Outputs shall be supported per each ILC:

E. Eight integral dry contact digital inputs.

F. Any two digital inputs may be configured as pulse counters with a maximum pulse read rate of 15 Hz.

G. Eight integral analog inputs (configurable as 0-10V, 0-10,000 ohm or, 20K NTC).

H. Six integral 4-20 ma analog outputs.

I. Eight integral 24 Vac Triac digital outputs, configurable as maintained, or floating motor control outputs.

J. One integral 20 Vdc, 65-mA power supply for auxiliary devices.

K. If a 20 Vdc 65-mA power supply terminal is not integral to the ILC, provide at each ILC a separate, full isolated, enclosed, current limited and regulated UL listed auxiliary power supply for power to auxiliary devices

L. Each ILC shall have expansion ability to support additional I/O requirements through the use of remote input/output modules. The minimum remote expansion capability per ILC shall be:

M. Twenty remote four digital outputs

N. Twelve remote digital inputs

O. Eighteen remote analog inputs

P. Remote I/O shall operate via direct peer-peer communication between the ILC and the remote I/O modules. No additional hardware or software shall be required to fully utilize remote I/O modules. ILC algorithms shall be able utilize remote I/O data points equivalent to integral I/O points.

Q. ILCs, which do not support direct expansion through remote I/O modules, shall provide the following additional integral inputs and outputs at each ILC.

R. Twenty four additional, integral digital outputs

S. Twelve additional, integral digital inputs

T. Eighteen additional, integral analog inputs

U. ILC Controllers shall support the following control techniques:

V. Ten configurable general-purpose control loops that can incorporate Demand Limit Control strategies, Setpoint reset, adaptive intelligent recovery, and time of day bypass.

W. Ten general purpose, non-linear control loops.

X. Eight start/stop Loops.

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Y. Thirty two If/Then/Else logic loops.

Z. Thirty six Math Function loops (MIN, MAX, AVG, SUM, SUB, ,SQRT, MUL, DIV, ENTHALPY).

AA. The ILCs shall be configured for DIN rail mounting using industry standard clip on adapters or direct panel mounted. Each controller shall be designed with on-board jacks for quick commissioning and troubleshooting with a portable programming tool. This connection shall be extended to a space temperature port where indicated and shown on plans.

2.08 UNITARY CONTROLLERS (UC)

A. Unitary DDC Controllers (UCs) shall be standalone EEPROM based configured to perform the sequences specified, and with I/O selected for the application. All unitary DDC controllers shall support the LonMark Functional Profile for the given application. UCs shall be tested and listed under UL946 for computing devices. UC enclosures shall be flame retardant compact plastic conforming to UL94-V5 for plenum mounting or plated steel. Each UC shall be provided with face mounted LED type annunciation to continually display its operational mode: power, normal, or in an alarm state. UCs shall be configured for DIN rail mounting using industry standard clip on adapters or direct panel mounted. Each controller shall be designed with on-board jacks for quick commissioning and troubleshooting with a portable programming tool. This connection shall be extended to a space temperature port where indicated and shown on plans. 9600-baud UC networks shall be grouped with no more than 20 UCs per primary bus connected device, except for UC networks operating over 50K baud, up to 120 UCs may be so grouped.

2.09 INPUT/OUTPUT MODULE

A. Provide discrete analog input, analog output, digital input and digital output modules that connect sensors and actuators onto the field bus network for use by the NAC. I/O Device shall support LonMark standard network communication technology for controller-to controller communications. I/O Devices shall have extended operating temperature rating from -40F to +150F so Device can be mounted directly in wiring cabinet of monitored appliances

B. Provide where noted manual three-position (on/off/auto) override switches for each discrete digital output. Override switches shall operate if NAC is non-functional. Individual override switch status shall be transmitted to the NAC for alarm and feedback.

C. Provide where noted manual analog override switches with variable positions (0-100%, auto) for each discrete analog output. Override switches shall operate if NAC is non-functional. Individual override switch status shall be transmitted to the NAC for alarm and feedback.

D. Discrete digital input module shall be capable of monitoring and totalizing pulse contact closures at any and all inputs with a switching frequency of no less than 10 Hz.

2.10 ALARM MANAGEMENT

A. Event Alarm Notification and actions 1. The NAC shall provide alarm recognition, storage; routing, management, and analysis to

supplement distributed capabilities of equipment or application specific controllers. 2. The NAC shall be able to route any alarm condition to any defined user location whether

connected to a local network or remote via dial-up, telephone connection, or wide-area network.

3. Alarms directed to a browser (client) must minimally support alarm annunciation even if browser is not active.

4. Provide for the creation of an unlimited number of alarm classes for the purpose of routing types and or classes of alarms, i.e.: security, HVAC, Fire, etc.

5. Provide timed (schedule) routing of alarms by object, group, or node. 6. Provide alarm generation from binary object “runtime” and /or event counts for

equipment maintenance. The user shall be able to reset runtime or event count values with appropriate password control.

B. Control equipment and network failures shall be treated as alarms and annunciated.

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C. Alarms shall be annunciated in any of the following manners as defined by the user: 1. Screen message text 2. Email of the complete alarm message to multiple recipients. Provide the ability to route

and email alarms based on: a. Day of week b. Time of day c. Recipient

3. Pagers via paging services that initiate a page on receipt of email message 4. Graphic with flashing alarm object(s) 5. Printed message, routed directly to a dedicated alarm printer 6. Audio messages

D. The following shall be recorded by the NAC for each alarm (at a minimum): 1. Time and date 2. Location (building, floor, zone, office number, etc.) 3. Equipment (air handler #, access way, etc.) 4. Acknowledge time, date, and user who issued acknowledgement. 5. Number of occurrences since last acknowledgement.

E. Alarm actions may be initiated by user defined programmable objects created for that purpose.

F. Defined users shall be given proper access to acknowledge any alarm, or specific types or classes of alarms defined by the user.

G. A log of all alarms shall be maintained by the server (if configured in the system) and shall be available for review by the user.

H. Provide a “query” feature to allow review of specific alarms by user defined parameters.

I. A separate log for system alerts (controller failures, network failures, etc.) shall be provided and available for review by the user.

J. An Error Log to record invalid property changes or commands shall be provided and available for review by the user.

2.11 LON FIELD BUS

A. Controls shall be microprocessor based Interoperable LonMark or LonWorks Controllers (IDC). Where possible, all Interoperable Digital Controllers shall bear the applicable LonMark interoperability logo on each product delivered.

B. The use of proprietary LON protocol or SNVT's is prohibited.

C. HVAC control shall be accomplished using LonMark based devices where the application has a LonMark profile defined. Where LonMark devices are not available for a particular application, devices based on LonWorks shall be acceptable. For each LonWorks device that does not have LonMark certification, the device supplier must provide an XIF file for the device. Publicly available specifications for the Applications Programming Interface (API) must be provided for each LonWorks / LonMark controller defining the programming or setup of each device. All programming, documentation and programming tools necessary to set up and configure the supplied devices per the specified sequences of operation shall be provided.

D. The LonWorks network trunk shall be run to the nearest Network Area Controller (NAC). A maximum of 126 devices may occupy any one LonWorks trunk and must be installed using the appropriate trunk termination device. All LonWorks and LonMark devices must be supplied using FTT-10A LonWorks communications transceivers.

E. The IDCs shall communicate with the NAC at a baud rate of not less than 78.8K baud. The IDC shall provide LED indication of communication and controller performance to the technician, without cover removal.

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F. All IDCs shall be fully application programmable and shall at all times maintain their LONMARK certification. Controllers offering application selection only (non-programmable), require a 10% spare point capacity to be provided for all applications. All control sequences within or programmed into the IDC shall be stored in non-volatile memory, which is not dependent upon the presence of a battery, to be retained.

G. The supplier of any programmable IDC shall provide one copy of the manufacturer's programming tool, with documentation, to the owner.

2.12 LONWORKS NETWORK MANAGEMENT

A. The Graphical NAC shall provide a complete set of integrated LonWorks network management tools for working with LonWorks networks. These tools shall manage a database for all LonWorks devices by type and revision, and shall provide a software mechanism for identifying each device on the network. These tools shall also be capable of defining network data connections between LonWorks devices, known as “binding”. Systems requiring the use of third party LonWorks network management tools shall not be accepted.

B. Network management shall include the following services: device identification, device installation, device configuration, device diagnostics, device maintenance and network variable binding.

C. The Network configuration tool shall also provide diagnostics to identify devices on the network, to reset devices, and to view health and status counters within devices.

D. These tools shall provide the ability to “learn” an existing LonWorks network, regardless of what network management tool(s) were used to install the existing network, so that existing LonWorks devices and newly added devices are part of a single network management database.

E. The network management database shall be resident in the Network Area Controller (NAC), ensuring that anyone with proper authorization has access to the network management database at all times. Systems employing network management databases that are not resident within the control system shall not be accepted.

2.13 INPUT DEVICES

A. General Requirements 1. Installation, testing, and calibration of all sensors, transmitters, and other input devices

shall be provided to meet the system requirements.

B. Status and Safety Switches 1. General Requirements

a. Switches shall be provided to monitor equipment status, safety conditions, and generate alarms at the BMS when a failure or abnormal condition occurs. Safety switches shall be provided with two sets of contacts and shall be interlock wired to shut down respective equipment.

2. Current Sensing Switches a. The current sensing switch shall be self-powered with solid-state circuitry and

a dry contact output. It shall consist of a current transformer, a solid state current sensing circuit, adjustable trip point, solid state switch, SPDT relay, and an LED indicating the on or off status. A conductor of the load shall be passed through the window of the device. It shall accept over-current up to twice its trip point range.

b. Current sensing switches shall be used for run status for fans, pumps, and other miscellaneous motor loads.

c. Current sensing switches shall be calibrated to show a positive run status only when the motor is operating under load. A motor running with a broken belt or coupling shall indicate a negative run status.

3. Air Filter Status Switches

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a. Differential pressure switches used to monitor air filter status shall be of the automatic reset type with SPDT contacts rated for 2 amps at 120VAC.

b. A complete installation kit shall be provided, including: static pressure tops, tubing, fittings, and air filters.

c. Provide appropriate scale range and differential adjustment for intended service.

2.14 OUTPUT DEVICES

A. Actuators 1. General Requirements

a. Damper actuators at air handlers shall be electronic. 2. Electronic Damper Actuators

a. Modulating and two-position actuators shall be provided as required by the sequence of operations. Damper sections shall be sized Based on actuator manufacturer's recommendations for face velocity, differential pressure and damper type. The actuator mounting arrangement and spring return feature shall permit normally open or normally closed positions of the dampers, as required. All actuators (except terminal units) shall be furnished with mechanical spring return unless otherwise specified in the sequences of operations. All actuators shall have external adjustable stops to limit the travel in either direction and a gear release to allow manual positioning.

b. Two-position or open/closed actuators shall accept 24 or 120 VAC power supply and be UL listed.

B. Control Relays 1. Control Pilot Relays

a. Control pilot relays shall be of a modular plug-in design with retaining springs or clips.

b. Mounting Bases shall be snap-mount. c. DPDT, 3PDT, or 4PDT relays shall be provided, as appropriate for

application. d. Contacts shall be rated for 10 amps at 120VAC. e. Relays shall have an integral indicator light and check button. f.

2.15 MISCELLANEOUS

A. Local Control Panels 1. All control panels shall be factory constructed, incorporating the BMS manufacturer's

standard designs and layouts. All control panels shall be UL listed as an assembly and carry a UL 508 label listing compliance. Control panels shall be fully enclosed, with perforated sub-panel, hinged door, and slotted flush latch.

2. In general, the control panels shall consist of the DDC controller(s), display module as specified and indicated on the plans, and I/O devices-such as relays, transducers, and so forth-that are not required to be located external to the control panel due to function. Where specified the display module shall be flush mounted in the panel face unless otherwise noted.

3. All I/O connections on the DDC controller shall be provide via removable or fixed screw terminals.

4. Low and line voltage wiring shall be segregated. All provided terminal strips and wiring shall be UL listed, 300-volt service and provide adequate clearance for field wiring.

5. All wiring shall be neatly installed in plastic trays or tie-wrapped. 6. A convenience 120 VAC duplex receptacle shall be provided in each enclosure, fused

on/off power switch, and required transformers.

B. Power Supplies

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1. DC power supplies shall be sized for the connected device load. Total rated load shall not exceed 75% of the rated capacity of the power supply.

2. Input: 120 VAC +10%, 60Hz. 3. Output: 24 VDC. 4. Line Regulation: +0.05% for 10% line change. 5. Load Regulation: +0.05% for 50% load change. 6. Ripple and Noise: 1 mV rms, 5 mV peak to peak. 7. An appropriately sized fuse and fuse block shall be provided and located next to the

power supply. 8. A power disconnect switch shall be provided next to the power supply.

PART 3 EXECUTION

3.01 GRAPHICS FRAMEWORK GENERATION

A. The graphics framework shall be loaded on the server.

B. The graphics package will include all existing systems that are currently on the Tridium system and the systems that are added as part of this project

C. The graphics framework shall be composed of the following: 1. Introduction screen 2. Navigation bar that shall exist on all pages on the left hand side of the screen 3. Title bar that will exist on all screens 4. Floor plan that shows aggregate temperature readouts on screen for every area that is

controlled by the Tridium system 5. All areas that have been added as part of this project or previous project shall be

shown in color all other areas will be “grayed out” 6. Blow up area plan for all areas previously upfitted or upfitted as part of this project.

These blown up floor plans shall be color coordinated by areas severed by a mechanical system I.E. terminal box or constant volume AHU. Zone information including temperatures, setpoints and humidity where applicable shall be shown on the floor plan.

7. Navigation will be performed using the navigation bar or by clicking hot spots on the graphics

8. Each piece of mechanical equipment I.E. terminal box, AHU or chiller will have its own graphic and will be linked to the navigation bar and hot links that exist on the screen.

9. Terminal boxes and other equipment shall be shown in the approximant location on the floor plan

10. No company Logo's or product logo's will be accepted as part of the graphics package 11. The owner will provide electronic floor plans that must be used for the graphics 12. The controls contractor must provide a plan for execution for review prior to

implementing the graphics package.

3.02 INSTALLATION

A. All work described in this section shall be installed, wired, circuit tested and calibrated by factory certified technicians qualified for this work and in the regular employment of the temperature control system manufacturer or its exclusive factory authorized installing contracting field office (representative). The installing office shall have a minimum of ten years of installation experience with digital control systems. Supervision, calibration and checkout of the system shall be by the employees of the local exclusive factory authorized temperature control contracting field office (branch or representative).

B. Install system and materials in accordance with manufacturer's instructions, and as detailed on the project drawing set.

PROJECT NO. 1624906.02 23 09 23.02-13


C. Drawings of temperature control systems are diagrammatic only and any apparatus not shown, such as relays, accessories, etc., but required to make the system operative to the complete satisfaction of the Architect shall be furnished and installed without additional cost.

D. Line and low voltage electrical connections to control equipment shown specified or shown on the control diagrams shall be furnished and installed by the Temperature Control sub-contractor in accordance with these specifications.

E. Equipment furnished by the HVAC Contractor that is normally wired before installation shall be furnished completely wired. Control wiring normally performed in the field will be furnished and installed by the Temperature Control sub-contractor.

F. All control devices mounted on the face of control panels shall be clearly identified as to function and system served with permanently engraved phenolic labels.

3.03 WIRING

A. All electrical control wiring and power wiring to the control panels shall be provided by the BMS contractor.

B. All wiring shall be in accordance with the Project Electrical Specifications (Division 26), the National Electrical Code and any applicable local codes. Where BMS plenum rated cable wiring is allowed it shall be run parallel to or at right angles to the structure, properly supported and installed in a neat and workmanlike manner.

3.04 ACCEPTANCE TESTING

A. Upon completion of the installation, the Temperature Control sub-contractor shall load all system software and start-up the system. The Temperature Control sub-contractor shall perform all necessary calibration, testing and de-bugging and perform all required operational checks to insure that the system is functioning in full accordance with these specifications.

B. The Temperature Control sub-contractor shall perform tests to verify proper performance of components, routines, and points. Repeat tests until proper performance results. This testing shall include a point-by-point log to validate 100% of the input and output points of the DDC system operation.

C. Upon completion of the performance tests described above, repeat these tests, point by point as described in the validation log above in presence of Owner's Representative, as required. Properly schedule these tests so testing is complete at a time directed by the Owner's Representative. Do not delay tests so as to prevent delay of occupancy permits or building occupancy.

D. Complete as-built drawings must be turned over to the design team and owner before the system can be accepted. The As-built drawings shall adhere to the requirements put forth in this document.

E. System Acceptance: Satisfactory completion is when the Temperature Control sub-contractor has performed successfully all the required testing to show performance compliance with the requirements of the Contract Documents to the satisfaction of the Owner's Representative. System acceptance shall be contingent upon completion and review of all corrected deficiencies.

3.05 OPERATOR INSTRUCTION, TRAINING

A. During system commissioning and at such time acceptable performance of the BMS hardware and software has been established the Temperature Control sub-contractor shall provide on-site operator instruction to the owner's operating personnel. Operator instruction shall be done during normal working hours and shall be performed by a competent representative familiar with the system hardware, software and accessories.

B. The Temperature Control sub-contractor shall provide a total of 2 hours of instruction to the owner's designated personnel on the operation of the BMS and describe its intended use with

PROJECT NO. 1624906.02 23 09 23.02-14


respect to the programmed functions specified. Operator orientation of the BMS shall include, but not be limited to; the overall operation program, equipment functions (both individually and as part of the total integrated system), commands, systems generation, advisories, and appropriate operator intervention required in responding to the System's operation. Include training on installation of new devices and replacement of existing devices.

END OF SECTION

E

T

M

M

F

M

MH

GIRLS TOILETROOM

101

F-1

30' - 0" 30' - 0"

30' -

4"

18' - 0" 12' - 0"

JANITOR

102

F-2

23' -

8"

6' -

8"

8' -

0"

4' - 0" 4' - 8"

4' -

0"

2' -

0"

MECHANICAL

103

F-2

FUTURE BOYSLOCKER ROOM

12

1

A-311

32.0

0°

7' - 0"

10' - 0" 1' - 4"

GIRLS SOFTBALLLOCKER ROOM

104

F-1

A-201

2

A-201

1

A-2014A-201 3

A-101

7

102

101

103

A-101 6

A-101

4

3

2

5

22

12

A-101

8

6' -

8"

5

A-201

3

A-311

2

A-311

LOCKERSRELOCATED FROMEXISTING CORRIDORAT 9TH GRADE FROMPREVIOUS WORK

TYPE X 5/8" GYPBDON METAL STUDSCAP AT PLUMBINGCHASE

FD

2' -

8 7

/8"

2' -

8"

2' -

8"

4' - 11 9/32" 5' - 0 23/32"

1' -

4 3

/8"

2' - 8 27/32" 3' - 6"

SIGNAGE - MAXOCC. LOAD 48

SIGNAGE - MAXOCC. LOAD 48

CHAIN LINKENCLOSURE ALLSIDES AND TOP 3' -0" CLEAR AT ALLSIDES AND 6' - 0"TALL WITH 3' - 0" xLOCKABLE GATE.

M80

M80

M60

M80

M80

M80

M80

1

1

1

1

1

4' - 0" x 4' - 0"CONC PAD - SEEMECHANICALDRAWINGS

LINE OF ALUMINUMCANOPY ABOVE

3' - 0" x 3' - 0" MOPSINK - SEE PLUMBINGDRAWINGS

UTILITY SHELF WITHMOP HOLDERS

ADA

FD

FDFD

FD

2

ACCESSIBLE BENCH

PROVIDE HARDWARE FORACCESSIBLE LOCKER

1

2

3' -

0"

B30

M80

H1

HE

IGH

T4"

2" WIDTH 2"

FLUSH

A

SLOT

WINDOW

B

3"8"

3'-3"

2'-9"

TA-03

TA-01

TA-03TA-02

TA-03

TA-02

TA-03TA-02

9' -

4"

4 9

/16" SEALANT

FRAME ANCHOR

HM FRAME

VARIES, RE: WALL TYPE

GROUT SOLID

1 1

5/1

6"

2 1

/4"

VA

RIE

S, R

E: W

ALL T

YP

E

2 5/8"

SEALANT

FRAME ANCHOR

HM FRAME

VA

RIE

S

SEALANT

TA-04TA-04

SEALANT

FRAME ANCHOR

HM FRAME

VARIES, RE: WALL TYPE

3"GROUT SOLID

WEEP @ 16" O.C.

THRU WALL FLASHING.

STEEL ANGLE LINTEL- SEE STRUCTURAL

CONT TREATEDBLOCKING

VAPOR BARRIER

FINISH SCHEDULE

FINISH # FLOOR BASE WALL CEILING

F-1

SE

ALE

D C

ON

C. F

LO

OR

NO

NE

EP

OX

Y P

AIN

T

TY

PE

X G

YP

BD

PA

INT

ED

GENERAL NOTES

1. WHERE MORE THAN ONE FINISH ISDESIGNATED FOR A ROOM SEE ENLARGEDFLOOR PLANS FOR ADDITIONAL INFORMATION

2. INTERIOR PAINT COLORS TO BE DETERMINEDBY OWNER & ARCHITECT.

3. LOCKERS TO BE RELOCATED FROM OWNERSTORAGE. COORDINATION OF DELIVERY TO BECOORDINATED WITH OWNER.

F-2

EX

PO

SE

D C

MU

BRICK VENEER

SEALANT AND BACKERROD

FRAME ANCHOR

HM FRAME

SEALANT ANDBACKER ROD

CMU ON INTERIOR

3"

GROUT SOLID

4' - 0"

2' -

0"

HARDWARE SET 1

HARDWARE SET 2

EXTERIOR DOOR

1 3-0 x 7-0 16ga Steel Frame (Frame profile and facesvary to fit opening requirements) Reinforced forContinuous Hinges, Mullions, Closers, (Frame to begrouted in and anchored with Sleeve Bolts tomaximize strength in new installation).

1 3-0 x 7-0 Special – Lite SL-17 FRP Doors DarkBronze. Reinforced for Continuous Hinges, 10 yr.warranty. Poured in place Urethane Core, MylarProtective FRP Coating.

1 SL – 82 Special – Lite Flush Pulls Dark Bronze(Factory Installed).

1 SL – 11HD Special – Lite Continuous Hinges FullMortise Dark Bronze (Factory Installed)

1 VD99E0-LD Exit Device SP313 Dark Bronze (FactoryInstalled)

1 Mortise Cylinder (Keyway to be Specified)1 171A72 Threshold Alum1 18062D36 Door Sweeps Bronze1 303DPK 72” x 84” Weather Strip Bronze1 Proximity Reader (26 bit Wiegand Format)

HingesLocksetCloserDoor SilencersWall Stops

31111

I.T. CLOSETS/ELECTRICAL/STORAGE/LINEN

HARDWARE TYPES

ARCHITECT

KSQ Design2115 Rexford Road Suite 500Charlotte, NC 28211704.364.3400 office704.364.7080 faxwww.ksq.design

NEW YORK OKLAHOMA NORTH CAROLINATEXAS COLORADO SOUTH CAROLINA

ROCK HILL SCHOOL DISTRICT 3ROCK HILL BOND WORK660 N. ANDERSON RDROCK HILL, SC 29730803.981.1000 office803.981.1094 faxwww.rock-hill.k12.sc.us

Owner

MEP Engineer

Structural Engineer

CAMPCO ENGINEERING, INC.156 OAKDALE AVENUEROCK HILL, SC 29730803.327.7121www.campcoengineering.com

Civil Engineer

Exterior Wall Consultant

Lighting Consultant

FITZPATRICK ENGINEERING GROUP, PLLC19520 WEST CATAWBA AVENUE SUITE 311CORNELIUS, NC 28031704.987.9114 officewww.fegstructural.com

KSQ DESIGN2115 REXFORD RD SUITE 500CHARLOTTE, NC 28211704.364.3400 office704.364.7080 faxwww.ksq.design

NONE

NONE

COPYRIGHT © 2014 KSQ ARCHITECTS, PC

SCALE

DATE

SHEET NAME

SHEET NUMBER

ISSUED

REVISIONS

KEY PLAN

18 17 16 15 1314 9101112

17 1618 15 14 13 12 11 10 9

678 345 12

A

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PROJECT NO.

10/21/2016 9:32:29 AM

As indicated

A-101

09/27/2016

FLOOR PLAN & INTERIORELEVATIONS

CONSTRUCTIONDOCUMENTS

SOUTH POINTE

HIGH SCHOOL

PACKAGE B

801 NEELY ROADROCK HILL SC 29730

1624906.02

SCALE : 1/4" = 1'-0"

ENLARGED WOMENS LOCKER ROOM PLAN1

SCALE : 1/4" = 1'-0"

LOCKER ROOM ELEVATION "A"2

SCALE : 1/4" = 1'-0"

LOCKER ROOM ELEVATION "B"3

SCALE : 1/4" = 1'-0"

LOCKER ROOM ELEVATION "C"4

SCALE : 1/4" = 1'-0"

LOCKER ROOM ELEVATION "D"5

FRAME TYPESFRAME TYPESFRAME TYPESFRAME TYPES DOOR TYPESDOOR TYPESDOOR TYPESDOOR TYPES

SCALE : 1/4" = 1'-0"

TOILET ROOM ELEVATION6

SCALE : 1/4" = 1'-0"

JANITORS CLOSET ELEV.7

SCALE : 3" = 1'-0"

HM DOOR HEAD AT CMU9

SCALE : 3" = 1'-0"

HM DOOR JAMB AT CMU10

SCALE : 1/4" = 1'-0"

LAVATORY ELEVATION8

SCALE : 3" = 1'-0"

HM DOOR HEAD AT EXTERIOR11

SCALE : 3" = 1'-0"

HM DOOR JAMB AT EXTERIOR12

No. Description Date

1 Add 1 10/18/2016

2 Add 2 10/20/2016

TOILET ACCESSORY SCHEDULE

Type Mark Manufacturer Model

TA-01 BOBRICK B-6806

TA-02 BETTYMILLS HOS-ND1E

TA-03 TORK SCA-56TR

TA-04 NCL 4209

DOOR SCHEDULE

DOOR NO.DOORTYPE WIDTH HEIGHT THICKNESS DOOR

DOORFINISH Frame Type FRAME

FRAMEFINISH

HARDWARE SET Comments

101 B 3' - 0" 7' - 0" 0' - 1 1/2" HM PAINT HM HM PAINT 2

102 A 3' - 0" 7' - 0" 0' - 1 1/2" HM PAINT HM PAINT 1

103 A 3' - 0" 7' - 0" 0' - 1 1/2" HM PAINT HM PAINT 1

SCALE :SCALE :SCALE :SCALE : 1/4" = 1'-0" 1/4" = 1'-0" 1/4" = 1'-0" 1/4" = 1'-0"

TYPICAL WINDOW TYPE 1TYPICAL WINDOW TYPE 1TYPICAL WINDOW TYPE 1TYPICAL WINDOW TYPE 1

ROOM

GIRLS TOILET

101

JANITOR

102

MECHANICAL

103

LOCKER ROOM

GIRLS SOFTBALL

104

ARCHITECT

www.ksq.design

704.364.7080 fax

704.364.3400 office

Charlotte, NC 28211

2115 Rexford Road Suite 500

KSQ Design

TEXAS COLORADO SOUTH CAROLINA

NEW YORK OKLAHOMA NORTH CAROLINA

www.rock-hill.k12.sc.us

803.981.1094 fax

803.981.1000 office

ROCK HILL, SC 29730

660 N. ANDERSON RD

ROCK HILL BOND WORK

ROCK HILL SCHOOL DISTRICT 3

Owner

MEP Engineer

Structural Engineer

NONE

Civil Engineer


Lighting Consultant

www.fegstructural.com

704.987.9114 office

CORNELIUS, NC 28031

19520 WEST CATAWBA AVENUE SUITE 311

FITZPATRICK ENGINEERING GROUP, PLLC

www.ksq.design

704.364.7080 fax

704.364.3400 office

CHARLOTTE, NC 28211

2115 REXFORD RD SUITE 500

KSQ DESIGN

NONE

NONE

ARCHITECTS, PC

COPYRIGHT © 2014 KSQ

SCALE

DATE

SHEET NAME

SHEET NUMBER

ISSUED

REVISIONS

KEY PLAN

18 17 16 15 1314 9101112

17 1618 15 14 13 12 11 10 9

678 345 12

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PROJECT NO.

As indicated

09/27/2016

CONSTRUCTION DOCUMENTS

PACKAGE B

HIGH SCHOOL

SOUTH POINTE

ROCK HILL SC 29730

801 NEELY ROAD

1624906.02


P:\3823 south pointe girls locker\Sheets\S-100.dgn user=default project workspace=FEG11:23:03 AM10/19/2016

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GROUP, PLCC

ENGINEERING

FITZPATRICK

"43

28'-8

"43

29'-

"43

22'-4

6'-8"

"85

7

"169

5'-3

"1613

1'-9

4'-0

"6'-0

""

857

"167

7'-1

16'-8"

"85

7

"87

25'-1"81

4'-10"85

3'-7

"43

8'-4

10'-0

"

L-1

"163

6'-4

12'-0"

"1613

3

HSS 8

x8x1/4"

F-3.0

"85

6'-7

6'-0

"

"43

16'-8

"81

6'-1 "85

8'-7

6'-0

"

"85

5'-11

"85

7'-3

"81

13'-1

"81

15'-5 10'-0"

"81

14'-5

10'-0"

"85

5'-11

3'-4"

4'-0

"

4'-0"

3'-4"

L-1

L-1

2'-6"

3'-4"

"167

11"163

11'-8

(-1'-4")

(-1'-4")

(-1'-4")

(-1'-4")

3'-6"

2'-6"

2'-6"2'-6"

S-30

0/

7

10"

8"

CO

NC.

1'-0

"

8"

"85

9

6"

L-1

L-1

L-1

8" (T

YP.)

S-30

0/

9

S-300/9S-30

0/

9

S-300/9

S-300/9

S-300/10

(-1'-4")

(-1'-4")

HSS 4

x4x1/4"

BELO

W

HSS 6x6x1/4" (HIGH)

1000S200-68 JOISTS AT 16" O.C.

HS

S 6

x3x1/

4"

(HIG

H)

0"

S-400/3

S-400/3

S-40

0/

2

S-400/5

(SIM.)

S-40

0/

2

S-40

0/

4

2'-0"

2'-0

"

2'-0"

2'-0

"

2'-0"

3'-0

"

DO

UB

LE J

OIS

T

DO

UB

LE J

OIS

T

0"

HSS 6x6x1/4" (LOW)

HS

S 6

x6

x1/

4"

(LO

W)

OU

TRIG

GE

RS A

T 2

4"

O.C.

OU

TRIG

GE

RS A

T 2

4"

O.C.

T/MASONRYELEV. (+12'-0")

T/MASONRYELEV. (+17-0")

S-40

0/1

"1613

3'-3

"1613

2'-3

(SIM.)

8'-0

"MA

X. (S

EE A

RC

H.)

C10x15.3

C10

x15.3

C8

x11.5

C8

x11.5

C18

x11.5

C8

x11.5

C10

x15.3

C10x15.3 C10x15.3 C10x15.3 C10x15.3

5'-10"5'-10"5'-0"5'-10"5'-10"

(HIG

H)

7/S-40

0

NOTE 6

8/S-40

0

S-1001/4"=1'-0"

FOUNDATION / SLAB ON GRADE PLAN1

S-100 1/4"=1'-0"

ROOF FRAMING PLAN2

S-100

ROOF FRAMING PLANS

ON GRADE AND

FOUNDATION / SLAB

S

L-X

L-1

10/20/16

PLAN NOTES:

(#10 TEK SCREW) PER SPAN. 5/8" PUDDLE WELDS WITH (2) SIDELAP CONNECTIONS ROOF DECK. DECK ATTACHMENT SHALL BE PATTERN 36/4, 7. CANOPY DECK TO BE 1-1/2"-22 GAGE, TYPE "B", G60,

SEE ARCHITECTURAL DWGS. FOR FINAL CANOPY MATERIAL.6. CANOPY FRAMING SHOWN AS STEEL ALTERNATIVE.

AND AT PANEL EDGES. TO ROOF JOISTS WITH #10 SCREWS AT 6" O.C. IN-FIELD AT 16" O,C, WITH 5/8" ROOF SHEATHING. NAIL SHEATHING5. ROOF FRAMING TO BE COLD FORMED METAL JOISTS

4. TOP OF CMU WALL ELEVATION VARIES, SEE PLAN.

3. JOIST BEARING ELEVATION VARIES, SEE PLAN.

TYPICAL DETAILS, SEE SHEET S400.2. FOR GENERAL NOTES, SEE SHEET S200 AND S201.

1. TOP OF ROOF FRAMING ELEVATION VARIES, SEE PLAN.

PLAN NOTES:

REVISED ARCHITECTURAL DRAWINGS.12. COORDINATE FLOOR DRAIN LOCATIONS AND SLAB SLOPES WITH

THE CONTRACTOR SHALL NOTIFY THE DESIGN TEAM IMMEDIATELY. OF THE WORK IN ACCORDANCE WITH THE DETAILS SHOWN,11. IF THE EXISTING FIELD CONDITIONS DO NOT PERMIT THE INSTALLATION

SHOW ACTUAL FIELD DIMENSIONS ON SHOP DRAWINGS. DIMENSIONS AND CONDITIONS ONLY. CONTRACTOR SHALL CLEARLY SHOP DRAWING SUBMITTALS SHALL BE BASED ON FIELD VERIFIED CONSTRUCTION AND FABRICATION OF ANY STRUCTURAL COMPONENT. AND NOTIFY THE DESIGN TEAM OF ANY DISCREPANCIES PRIOR TO INFORMATION SHOWN (DIMENSIONS, ELEVATIONS, BEAM/JOIST SIZES, ETC.)10. CONTRACTOR SHALL VERIFY ALL EXISTING SITE/STRUCTURAL

WITH (5) #4'S EACH WAY BOTTOM REINFORCING. F-3.0 INDICATES 3'-0" x 3'-0" x 12" FOOTING9. F-X INDICATES SPREAD FOOTING.

AND CIVIL GRADES AND UTILITIES PRIOR TO POURING FOOTINGS. ENGINEER ABOUT DISCREPANCIES BETWEEN FOOTING ELEVATIONS FINAL CIVIL GRADES AND UTILITIES. CONTRACTOR SHALL NOTIFY STRUCTURAL SHALL LOWER FOOTING ELEVATIONS AS SHOWN AND AS REQUIRED FOR8. INDICATES FOOTING STEP, SEE DETAIL ON S300. CONTRACTOR INDICATES 8" CMU LINTEL WITH (2) #4 CONT. BOTTOM REINFORCING.

7. INDICATES MASONRY WALL LINTEL.

SEE DETAIL ON S300.6. COORDINATE SLAB DEPRESSIONS WITH ARCHITECT DRAWINGS,

OR SUBGRADE AND CONCRETE SLAB. JOINTS LAPPED NOT LESS THAN 6" BETWEEN BASE COURSE WITH 10 MIL POLYETHYLENE VAPOR RETARDER WITH REINFORCED WITH 6x6 - W1.4xW1.4 W.W.F.5. SLAB ON GRADE IS 4" THICK NORMAL WEIGHT CONCRETE.

BP-X INDICATES COLUMN BASE PLATE, SEE SCHEDULE ON S300.4. F-X INDICATES SPREAD FOOTING, SEE SCHEDULE ON S300.

TYPICAL DETAILS AND FOOTING SCHEDULE, SEE SHEET S300.3. FOR GENERAL NOTES, SEE SHEET S200 AND S201.

TO TOP OF SLAB ELEVATION. TOP OF FOOTINGS ARE (-1'-4") U.N.O.2. TOP OF FOOTING ELEVATION NOTED THUS (-X'-X") RELATIVE

1. TOP OF SLAB ELEVATION = STRUCTURAL ELEVATION (+0'-0").

1 10/20/16ADDENDUM 2

1

ARCHITECT

www.ksq.design

704.364.7080 fax

704.364.3400 office

Charlotte, NC 28211


KSQ Design




803.981.1094 fax

803.981.1000 office

ROCK HILL, SC 29730

660 N. ANDERSON RD

ROCK HILL BOND WORK


Owner

MEP Engineer

Structural Engineer

NONE

Civil Engineer


Lighting Consultant


704.987.9114 office

CORNELIUS, NC 28031



www.ksq.design

704.364.7080 fax

704.364.3400 office

CHARLOTTE, NC 28211


KSQ DESIGN

NONE

NONE

ARCHITECTS, PC


SCALE

DATE

SHEET NAME

SHEET NUMBER

ISSUED

REVISIONS

KEY PLAN

18 17 16 15 1314 9101112

17 1618 15 14 13 12 11 10 9

678 345 12

A

B

D

C

E

F

G

8 7 6 4 35

H

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D

C

E

F

G

H

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PROJECT NO.

As indicated

09/27/2016


PACKAGE B

HIGH SCHOOL

SOUTH POINTE

ROCK HILL SC 29730

801 NEELY ROAD

1624906.02



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No. 11887

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ENGINEERING

FITZPATRICK

C. ROOF SNOW LOAD

2. DESIGN CRITERIA

E. EARTHQUAKE DESIGN DATA

AND SURFACE COURSES. STANDARD SPECIFICATION FOR MATERIALS FOR SOIL-AGGREGATE SUBBASE, BASE 3. CRUSHED STONE BASE IS TO BE TYPE 1, GRADATION C, IN CONFORMANCE WITH ASTM D 1241-68

- AIR TEMPERATURE

- CONCRETE TEMPERATURE IN ACCORDANCE WITH ASTM C1064.

- GENERAL WEATHER CONDITIONS

- WIND SPEED

- RELATIVE HUMIDITY

- EVAPORATIVE RATE OF WATER

- CONCRETE SLUMP

C. SLABS ON GRADE:

3. GENERAL FOUNDATION NOTES

1. GENERAL NOTES

1. OCCUPANCY CATEGORY: II

4. GENERAL CONCRETE NOTES

ASTM C150 SPECIFICATION, "STANDARD SPECIFICATION FOR PORTLAND CEMENT". 4. CONCRETE IS TO BE NORMAL WEIGHT AND MADE WITH TYPE 1 PORTLAND CEMENT CONFORMING TO

"SPECIFICATION FOR READY-MIXED CONCRETE". MAXIMUM SLUMP = 5"±.3. ALL CONCRETE SHALL BE READY-MIXED MEETING THE REQUIREMENTS OF ASTM C-94,

SLABS. FLYASH IS TO BE LIMITED TO A MAXIMUM OF 20% OF TOTAL CEMENTITIOUS MATERIAL WEIGHT.5. CLASS F FLYASH IS PERMITTED TO BE USED IN CONCRETE MIXES EXCEPT EXPOSED INTERIOR FLOOR

INTERIOR SLAB ON GRADE

COLUMN AND WALL FOOTINGS

EXTERIOR SLAB ON GRADE

CONFORMING TO ASTM A615, GRADE 60.1. REINFORCING STEEL SHALL BE HIGH STRENGTH DEFORMED BARS

B. REINFORCEMENT:

A. CONCRETE:

25

TYPEFLOOR

F

35OFFICE

(F) (L)F

MINIMUM LOCALSPECIFIED OVERALL

17

F

24

(F) (L)F

3. SITE CLASS: D

6. ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE

7. SEISMIC DESIGN CATEGORY: C

SLAB ON GRADE. CONCRETE FLOOR AND SLAB CONSTRUCTION". FLOOR IS TO BE A SINGLE COURSE, MONOLITHIC1. CONCRETE FLOOR SLAB ON GRADE CONSTRUCTION SHALL CONFORM TO ACI 302.1R04 "GUIDE FOR

CONFORMING TO ASTM A706 GRADE 60.2. REINFORCING STEEL TO BE WELDED SHALL BE HIGH STRENGTH DEFORMED BARS

COMPLYING WITH ASTM A496.3. DEFORMED BAR ANCHOR STUDS SHALL BE PRODUCED FROM DEFORMED WIRE

PLACEMENT OF THE SLAB CONCRETE AND SENT TO THE ENGINEER OF RECORD:5. THE FOLLOWING INFORMATION IS TO BE RECORDED BY THE GENERAL CONTRACTOR DURING

RELATIVE HUMIDITY IS 80% OR LESS, AND WIND VELOCITY IS 10 MPH OR GREATER. THAN 0.2 LB/SF/HR TYPICALLY OCCUR WHEN THE AIR TEMPERATURE IS GREATER THAN 90° F, THE HIGH RATE OF EVAPORATION AS DESCRIBED IN ACI 305.1-06. EVAPORATION RATES GREATER SQUARE FOOT SURFACE AREA PER HOUR UNLESS MEASURES ARE TAKEN TO COMPENSATE FOR BE PLACED WHEN THE EVAPORATION RATE OF WATER IS GREATER THAN 0.2 POUNDS PER 4. IN ORDER TO MINIMIZE PLASTIC SHRINKAGE CRACKS IN THE FLOOR SLAB, CONCRETE IS NOT TO

= 1.0E8. SEISMIC IMPORTANCE FACTOR: I

THE CONCRETE IS PLACED. STANDING ON THE BASE, NOR SHOULD THERE BE ANY MUDDY OR SOFT SPOTS, WHEN DAMPENED WITH WATER IN ADVANCE OF CONCRETING. THERE SHOULD BE NO FREE WATER OR IF THE CONCRETE IS PLACED IN HOT, DRY CONDITIONS, THE BASE SHOULD BE LIGHTLY OF CONCRETING. HOWEVER, IF PROTECTION FROM THE SUN AND WIND CANNOT BE PROVIDED TRAFFIC SUCH AS LOADED TRUCK MIXERS. THE BASE SHOULD NORMALLY BE DRY AT THE TIME FREE OF FROST BEFORE CONCRETE PLACING BEGINS AND ABLE TO SUPPORT CONSTRUCTION SUBBASE SHALL BE PROOF-ROLLED PER GENERAL FOUNDATION NOTES. THE BASE SHOULD BE RECOMMENDED BY THE SOILS ENGINEER. JUST PRIOR TO PLACING CONCRETE, SUBGRADE OF 2. FLOOR SLABS ARE TO BE PLACED OVER A MINIMUM OF 4" CRUSHED STONE BASE OR AS

9. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH (f 'c) AT 28 DAYS AND DENSITIES AS FOLLOWS:

TOP AND BOLSTERS AT 3'-0" O.C. FULL SQUARE AT END SPLICES AND BE WIRED TOGETHER. PLACE FABRIC 2" CLEAR FROM4. WELDED WIRE REINFORCEMENT SHALL CONFORM TO ASTM A185 AND SHALL BE LAPPED ONE

= 0.178D1 = 0.368 SDS2. SPECTRAL RESPONSE COEFFICIENTS: S

STRUCTURAL CONCRETE', (ACI 318). STRUCTURAL CONCRETE', (ACI 301 - LATEST EDITION) AND 'BUILDING CODE REQUIREMENTS FOR 1. ALL CONCRETE DESIGN AND CONSTRUCTION SHALL CONFORM TO THE 'SPECIFICATIONS FOR

CONCRETE CONSTRUCTION AND MATERIALS, (ACI 117 - LATEST EDITION)2. ALL CONCRETE CONSTRUCTION SHALL CONFORM TO THE 'SPECIFICATIONS FOR TOLERANCES FOR

AND MAINTAINED DURING CURING IS 55 DEGREES FAHRENHEIT. COLD WEATHER CONCRETING. MINIMUM TEMPERATURE OF CONCRETE AT TIME OF PLACEMENT 12. CONCRETE PLACEMENT IS TO CONFORM WITH ACI 305R HOT WEATHER CONCRETING AND ACI 306R

ARE ACCEPTABLE FOR FLOOR SLAB CONCRETE TO MINIMIZE SHRINKAGE CRACKING. AGGREGATE CONTENT. FOR 6" SLABS OR GREATER, LARGER COURSE AGGREGATE MIXS UP TO #467 AGGREGATE CONTENT IS TO BE BETWEEN 35% AND 45% BY WEIGHT OR VOLUME OF THE TOTAL AGGREGATE GRADATION SHALL HAVE A MINIMUM SIZE #57 STONE MIX PER ASTM C33. FINE OR A COMBINATION THEREOF, WITH A FINENESS MODULUS BETWEEN 2.3 AND 3.1. COURSE "SPECIFICATION FOR CONCRETE AGGREGATE". FINE AGGREGATE SHALL CONSIST OF NATURAL SAND 6. CONCRETE AGGREGATE GRADATION SHALL BE IN ACCORDANCE WITH ASTM C33 SPECIFICATION.

100 POUNDS OF CEMENTITIOUS MATERIAL. BE USED TO REDUCE WATER REQUIREMENTS. DOSAGE AMOUNT IS NOT TO EXCEED 6 OZ. PER 7. A MID RANGE WATER REDUCING ADMIXTURE IN CONFORMANCE WITH ASTM C494 TYPE 'A' IS TO

CONCRETE MIX DESIGNS ARE TO BE PROPORTIONED IN ACCORDANCE WITH ACI 301 - LATEST EDITION. ENGINEER FOR APPROVAL A MINIMUM OF 14 DAYS PRIOR TO CONCRETE WORK COMMENCING. 8. CONCRETE MIX DESIGNS ARE TO BE PREPARED BY CONCRETE SUPPLIER AND SUBMITTED TO

WORKABLE MIX WITHOUT THE ADDITION OF WATER AT THE JOB SITE. OF THE CONTRACTOR TO COORDINATE WITH THE CONCRETE SUPPLIER TO ENSURE A PUMPABLE AND 10. NO WATER SHALL BE ADDED TO THE CONCRETE AT THE JOB SITE. IT SHALL BE THE RESPONSIBILITY

COMPRESSIVE STRENGTH. 11. MEMBERS NOT TO BE LOADED UNTIL CONCRETE HAS REACHED ITS REQUIRED

"GUIDE TO FORMWORK FOR CONCRETE"14. FORMWORK SHALL BE DESIGNED AND CONSTRUCTED/INSTALLED IN ACCORDANCE WITH ACI 347,

IN ACCORDANCE WITH ASTM C260.15. ALL EXTERIOR CONCRETE IS TO HAVE 5 PERCENT AIR ENTRAINMENT

5000 SQUARE FEET OF SURFACE AREA FOR SLABS OR WALLS. NOT LESS THAN ONCE FOR EACH 150 CUBIC YARDS OF CONCRETE, NOR LESS THAN ONCE FOR EACH SAMPLES FOR STRENGTH TESTS OF EACH CLASS OF CONCRETE PLACED EACH DAY SHALL BE TAKEN QUALIFIED LABORATORY TECHNICIANS SHALL PERFORM ALL REQUIRED LABORATORY TESTS. TEMPERATURE OF THE FRESH CONCRETE WHEN PREPARING SPECIMENS FOR STRENGTH TESTS. CONDITIONS, PREPARE SPECIMENS REQUIRED FOR TESTING IN THE LABORATORY, AND RECORD THE FRESH CONCRETE AT THE JOB SITE, PREPARE SPECIMENS REQUIRED FOR CURING UNDER FIELD QUALIFIED FIELD TESTING TECHNICIANS SHALL PERFORM TESTS ON 16. CONCRETE SHALL BE TESTED IN ACCORDANCE WITH ASTM C172.

REQUIREMENTS OF SECTION 5 OF ACI 301. DEFECTS SHALL BE PROPERLY REPAIRED IMMEDIATELY IN ACCORDANCE WITH APPLICABLE 17. ALL CONCRETE DEFECTS, INCLUDING JOINT DAMAGE, HONEYCOMBS , TIE HOLES, SPALLS, AND OTHER

MIXED WITH WATER TO CONSISTENCY SUITABLE FOR APPLICATION AND A 30 MINUTE WORKING TIME. FACTORY - PACKAGED, NON-METALLIC AGGREGATE GROUT, NON-CORROSIVE AND NON-STAINING,13. GROUT AT COLUMN BASES AND AT EXTERIOR WALL BASE SHALL CONFORM TO ASTM C-1107,

6. UNLESS OTHERWISE NOTED ON THE DRAWINGS, LAP SPLICES SHALL BE A CLASS B SPLICE.

REQUIRED LAP SPLICE LENGTH, NOR 6".7. SPLICED BARS SHALL NOT BE SPACED TRANSVERSELY FARTHER APART THAN ONE-FIFTH THE

SLABS AND WALLS NOT EXPOSED TO WEATHER---------------------------3/4" COLUMNS AND BEAMS (TIE BARS)-----------------------------------------------1 1/2" CONCRETE POURED IN FORMS EXPOSED TO WEATHER OR EARTH------2" CONCRETE POURED AGAINST EARTH-------------------------------------------3"8. REINFORCEMENT PROTECTION SHALL BE:

9. REINFORCING BARS MAY NOT BE WELDED WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER.

ACI 315, "DETAILS AND DETAILING OF CONCRETE REINFORCING". ACI 301, SECTION 3 "REINFORCEMENT AND REINFORCEMENT SUPPORT", FOR STRUCTURAL CONCRETE", "MANUAL OF STANDARD PRACTICE", LATEST EDITION, ACI 318 "BUILDING CODE REQUIREMENTS, AND5. REINFORCING STEEL DESIGN, DETAILING, FABRICATION AND ERECTION SHALL CONFORM TO C.R.S.I.

5. SNOW LOAD IMPORTANCE FACTOR: Is = 1.0

4. THERMAL FACTOR: Ct = 1.0

3. SNOW EXPOSURE FACTOR: Ce = 1.0

2. FLAT-ROOF SNOW LOAD: Pf = 7.7 PSF

1. GROUND SNOW LOAD: Pg = 10.0 PSF

MEASURE FLOOR AND SLAB FLATNESS AND LEVELNESS WITHIN 48 HOURS OF FINISHING. TROWELLED FINISHED FOLLOWED BY A LIGHT BROOM NONSKID FINISH. USING THE F-NUMBER SYSTEM" AS SHOWN BELOW. EXTERIOR CONCRETE IS TO HAVE A STEEL WITH ASTM E 1155, "STANDARD TEST METHOD FOR DETERMINING FLOOR FLATNESS AND LEVELNESS FINISHED WITH A FLOOR FLATNESS (Ff) AND A FLOOR LEVELNESS (FL) IN ACCORDANCE6. INTERIOR CONCRETE IS TO HAVE A HARD STEEL TROWELLED FINISH (SMOOTH) AND SHALL BE

5. POST INSTALLED ANCHORS

f 'c = 3000 PSI - 145 PCF

f 'c = 3000 PSI - 145 PCF

f 'c = 4500 PSI - 145 PCF (AIR ENTRAINED)

1. ALL ANCHOR INSTALLATIONS REQUIRING CERTIFIED INSTALLER'S SHALL BE CONTINUOUSLY INSPECTED.F. INSPECTION

CERTIFICATIONS SHALL BE SUBMITTED WITH PRODUCT SUBMITTAL. 7. INSTALLERS FOR VERTICAL AND HORIZONTAL APPLICATION FOR TENSION LOADS SHALL BE CERTIFIED.

e. HOLE PREPARED ACCORDING TO MANUFACTURER'S INSTALLATION.

d. HOLES DRILLED WITH A CARBIDE BIT

c. DRY HOLES

b. TEMPERATURE CATEGORY B ACCORDING TO ACI 355.4

a. CONCRETE TO BE CURED FOR AT LEAST 21 DAYS

SHALL BE APPROVED BY ENGINEER PRIOR TO INSTALLATION. 6. DESIGN BOND STRENGTH HAS BEEN BASED ON THE FOLLOWING CONDITIONS. ANY CHANGES

OF ANCHORS AT NO COST TO THE OWNER. 5. ARCHITECT/ENGINEER MAY REQUIRE PULLOUT OR SHEAR TESTS TO DETERMINE ADEQUACY

4. ALL ANCHORS INSTALLATIONS SHALL BE PLUMB, NEAT AND LEVEL UNLESS OTHERWISE NOTED.

ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. 3. CONTRACTOR SHALL BE SURE ALL SURFACES ARE CLEAN AND ARE PREPARED

OF ANCHORS FOR ALTERNATE RECOMMENDATION. CONTRACTOR SHALL CONTACT ENGINEER OR ANCHOR REPRESENTATIVE PRIOR TO INSTALLATION 2. IF EXISTING CONDITIONS PREVENT INSTALLATION AS SHOWN ON DRAWINGS OR AS RECOMMENDED,

TO THE OWNER. AND OR TRAINING IS RECOMMENDED TO ENSURE PROPER INSTALLATIONS AT NO COST MANUFACTURER'S SPECIFICATIONS AND AS REQUIRED BY CODE. A PRE-CONSTRUCTION MEETING 1. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL FASTENERS ACCORDING TO

E. INSTALLATION

b. OR EQUAL ADHERING TO ICC ES AC 106

a. SIMPSON STRONG TIE "TITEN HD" - CONCRETE MASONRY ONLY

WITH ICC ES AC 106 AND MEET LOAD SPECIFIED SUCH AS: 2. MECHANICAL ANCHORS SHALL BE TESTED AND QUALIFIED FOR USE IN ACCORDANCE

OR EQUAL ADHERING TO ICC ES 58 c. SIMPSON STRONG TIE "SET" (ICC ES ESR 1772) CONCRETE MASONRY ONLY

b. POWERS T308+ ADHESIVE ANCHOR (ICC ES ESR-3149) BRICK MASONRY ONLY

THREADED ROD OR CONTINUOUSLY DEFORMED STEEL REBAR USING STEEL ELEMENTS HILTI HAS-E CONTINUOUSLY a. HILTI HIT-HY 70 ADHESIVE ANCHORING SYSTEM (ES ESR3342)

WITH ICC ES AC 58 AND MEET LOAD SPECIFIED SUCH AS: 1. ADHESIVE (EPOXY) ANCHORS SHALL BE TESTED AND QUALIFIED FOR USE IN ACCORDANCED. ANCHORAGE TO HOLLOW/MULTI-WYTHE MASONRY AND/OR CONCRETE MASONRY

c OR EQUAL ADHERING TO ICC ES ESR AC 106.

d. SIMPSON STRONG TIE "WEDGE ALL" (ICC ES ESR 1396)

c. SIMPSON STRONG TIE "TITEN HD" ( ICC ES ESR-1056)

b. POWER STUD SD-1 (ICC ES ESR -2966)

a. HILTI KWIK BOLT-3 EXPANSION ANCHORS, (ISS ES ESR-1385)

WITH ISS ES AC01 OR ISS ES AC106 AND MEET LOAD SPECIFIED SUCH AS: 2. MECHANICAL .ANCHORS SHALL BE TESTED AND QUALIFIED FOR USE IN ACCORDANCE

c. OR EQUAL ADHERING TO ICC ES AC 58

b. SIMPSON STRONG TIE "SET" (ICC ES ESR-1772)

THREADED ROD OR CONTINUOUSLY DEFORMED STEEL REBAR USING STEEL ELEMENTS HILTI HAS-E CONTINUOUSLY a. HILTI HIT-HY 70 ADHESIVE ANCHORING SYSTEM (ICC ES ESR-3342)

WITH ICC ES AC58 AND MEET LOAD SPECIFIED SUCH AS: 1. ADHESIVE (EPOXY) ANCHORS SHALL BE TESTED AND QUALIFIED FOR USE IN ACCORDANCE

C. ANCHORAGE TO SOLID GROUTED CONCRETE MASONRY

f. OR EQUAL ADHERING TO ICC ES AC 193.

e. SIMPSON STRONG TIE "STRONG BOLT 2" (ICC-ES ESR 3037)

d. SIMPSON STRONG-TIE "TITEN-HD"(ICC-ES ESR 2713)

d. POWERS POWER-BOLTS+

c. POWERS POWER-STUD SD-1 (ICC ES ESR 2818)

b. HILTI HSL-3 HEAVY DUTY SLEEVE ANCHORS (ICC ES ESR 1545)

a. HILTI KWIK BOLT - TZ ANCHORS (ICC ES ESR-1917)

WITH ACI 355.2 AND ICC-ES AC 193 AND MEET LOAD SPECIFIED SUCH AS: 2. MECHANICAL EXPANSION ANCHORS SHALL BE TESTED AND QUALIFIED FOR USE IN ACCORDANCE

THAT MEET OR EXCEED LOADING REQUIREMENTS. STEEL REBAR. FOR EQUAL PRODUCTS USE ACCORDING TO MANUFACTURER'S SPECIFICATIONS B7 TYPE 304 OR 316 STAINLESS STEEL (F 593, CONDITION CW) OR CONTINUOUSLY DEFORMED FOR POWERS PRODUCTS, STEEL ELEMENTS SHALL BE ASTM A307-GRADE C, ASTM A 193 GRADE HILTI HIS-N INTERNALLY THREADED INSERTS OR CONTINUOUSLY DEFORMED STEEL REBAR. FOR HILTI PRODUCTS, STEEL ELEMENTS SHALL BE HILTI HAS-E CONTINUOUSLY THREADED ROD,

e. OR EQUAL ADHERING TO ICC ES AC 308

d. SIMPSON STRONG TIE "SET-XP" (ICC-ES ESR-2508)

c. POWERS PE-1000+ (ICC ES ESR 2583)

b. HILTI HIT-HY 200 ADHESIVE (ICC ESR-3187)

a. HILTI HIT-RE 500-SD EPOXY ADHESIVE ANCHORING SYSTEM (ICC ESR-2322)

THE FOLLOWING OR EQUAL: ACI355.4 AND ICC-ES AC308 AND MEET LOAD SPECIFIED SUCH AS: 1. ADHESIVE EPOXY ANCHORS SHALL BE TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH

B. ANCHORAGE TO CONCRETE

OR EXCEEDS THE STRENGTH OF THE BASIS OF DESIGN ANCHORAGE. THE CALCULATIONS SHALL DEMONSTRATE THAT THE SUBSTITUTE PRODUCT MEETS SIGNED AND SEALED CALCULATIONS ARE SUBMITTED FOR ENGINEER REVIEW. THE CONTRACTOR MAY SUBSTITUTE ANY OF THE BELOW LISTED MANUFACTURERS PROVIDEDA. ADHESIVE ANCHORAGES HAVE BEEN SPECIFIED IN ACCORDANCE WITH HILTI DESIGN DATA.

MASONRY DESIGN - ACI - 530-11 WOOD DESIGN - NDS - 2005 CONCRETE DESIGN - ACI 318-11 STEEL DESIGN - AISC 13TH EDITIONA. BUILDING DESIGNED IN ACCORDANCE WITH THE 2015 INTERNATIONAL BUILDING CODE

AND ANSI/ASCE 7-10D. WIND LOADS DESIGNED IN ACCORDANCE WITH THE 2015 INTERNATIONAL BUILDING CODE

S-200

GENERAL NOTES

NO SCALE

GENERAL NOTES1

S-200

= .18±PI4. INTERNAL PRESSURE COEFFICIENT: GC

= 12.5 kY = 14 k VX3. WIND BASE SHEAR: V

2. WIND EXPOSURE: C

1. BASIC WIND SPEED (3-SECOND GUST): = 115 MPH

EXCAVATION WHICH SHALL NOT BE LIMITED TO DEWATERING.G. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE SUBSURFACE CONDITIONS BEFORE COMMENCING

REQUIRED TIE BACKS AND BRACING. WHERE NECESSARY SHEETING AND SHORING OF EXCAVATION SHALL BE PROVIDED WITH ALL F. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE PROTECTION OF ALL EXCAVATION SLOPES.

E. CENTER ALL FOOTINGS UNDER WALLS, COLUMNS OR GRID LINES UNLESS NOTED OTHERWISE.

D. MAXIMUM FOUNDATION NET SOIL BEARING PRESSURE: 2000 PSF (PRESUMPTIVE).

PRIOR TO PLACEMENT OF CONCRETE. SOFTENED SOILS MUST BE REMOVED FROM THE FOUNDATION EXCAVATION BOTTOM IMMEDIATELY SEEPAGE. IF BEARING SOILS ARE SOFTENED BY SURFACE WATER INTRUSION OR EXPOSURE, THE FOUNDATION CONCRETE SHOULD NOT BE PLACED ON SOILS THAT HAVE BEEN DISTURBED BY BEARING AREA SHOULD BE LEVEL AND BE FREE OF LOOSE SOIL, PONDED WATER, AND DEBRIS. C. FOOTINGS SHOULD BE POURED AS SOON AS POSSIBLE AFTER EXCAVATION. THE FOUNDATION

WORKING UNDER THE DIRECT SUPERVISION OF THE GEOTECHNICAL ENGINEER. CHECKED WITH A DYNAMIC HAND PENETROMETER BY AN EXPERIENCED ENGINEERING TECHNICIAN THOSE ENCOUNTERED IN THE SOIL TEST BORINGS, FOOTING EXCAVATIONS ARE TO BE EXAMINED AND B. IN ORDER TO VERIFY THAT THE SOILS ENCOUNTERED IN FOOTING EXCAVATIONS ARE SIMILAR TO

PERCENT OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698). COMPACTED FILL MATERIAL. FILL MATERIAL SHALL BE COMPACTED IN THIN LIFTS TO AT LEAST 95 A. FOUNDATIONS AND SLABS ARE TO BE PLACED ON FIRM UNDISTURBED NATURAL SOIL OR PROPERLY

= 16 k EQXY5. DESIGN BASE SHEAR: V

ORDINARY REINFORCED MASONRY SHEARWALLS4. BASIC SEISMIC-FORCE-RESISTING SYSTEM:

10/20/16

TO ANOTHER ENGINEER TO HELP ANSWER YOUR QUESTIONS. IF THE PROJECT ENGINEER IS NOT AVAILABLE, PLEASE PROVIDE FEG JOB NUMBER 163823.000 PLEASE CALL DEVIN HORNER AT 704-987-9114 FOR ASSISTANCE. OR DETAILS SHOWN IN THESE DOCUMENTS.O. FITZPATRICK ENGINEERING GROUP WELCOMES QUESTIONS OR CONCERNS REGARDING FRAMING

N. ALL INSPECTIONS SHALL BE ACCORDING TO IBC-2015 U.N.O. OR INSPECTION PLAN PROVIDED.

M. ALL WORK SHALL BE DONE IN ACCORDANCE WITH OSHA AND OWNER'S REGULATIONS.

L. ALL ASTM AND OTHER REFERENCES ARE PER THE LATEST EDITIONS UNLESS NOTED OTHERWISE.

ANY BUILDING CONSTRUCTION, MATERIAL MILL ORDERS, AND MATERIAL FABRICATION. OTHER TRADES. DRAWINGS ARE TO BE ISSUED AND APPROVED FOR CONSTRUCTION PRIOR TO REQUIRE REVISIONS IN ORDER TO OBTAIN A CONSTRUCTION PERMIT AND/OR COORDINATION WITH K. DRAWINGS ISSUED FOR PERMIT/CONSTRUCTION ARE FOR PERMITTING ONLY. DRAWINGS MAY

BE 4" CONCRETE SLAB ON GRADE WITH THICKENED EDGES. REQUIRING THE PADS. PADS NOT SHOWN BY MECHANICAL OR ELECTRICAL ENGINEER SHALLJ. EQUIPMENT PADS ARE TO BE PROVIDED BY THE MECHANICAL OR ELECTRICAL CONTRACTORS

STRINGENT REQUIREMENT SHALL GOVERN.I. IF ANY CONFLICTS OCCUR BETWEEN THE NOTES, SPECIFICATIONS, AND DETAILS THE MOST

ALL DAMAGE.H. THE GENERAL CONTRACTOR SHALL PROTECT EXISTING STRUCTURES AND UTILITY LINES FROM

MEMBER AND ERECTION IN THE FIELD. SUPPLIERS PRIOR TO THE SUBMITTAL OF SHOP DRAWINGS, FABRICATION OF ANY STRUCTURAL LATEST ADDENDA AND SUBMITTING THESE DOCUMENTS TO SUBCONTRACTORS AND MATERIAL G. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL CONTRACT DRAWINGS AND

ENGINEER BEFORE PROCEEDING WITH ANY CHANGES.F. IF EXISTING CONDITIONS MAKE IT NECESSARY TO REVISE STRUCTURAL DETAILS, NOTIFY DESIGN

CONTRACTOR. REQUIRED CONDITIONS, THE ENGINEER SHALL BE CONTACTED FOR CLARIFICATION BY THE GENERAL WHERE SPECIFICALLY MARKED ON THE PLANS. IF SECTIONS OR DETAILS DO NOT REPRESENT ALL E. DETAILS/SECTIONS SHOWN ON DRAWINGS ARE TYPICAL AND MAY APPLY TO LOCATIONS OTHER THAN

TO COMPLY WITH REQUIREMENT. OR COMPENSATION WILL BE ALLOWED BY THE OWNER RESULTING FROM CONTRACTORS FAILURE OF THE DESIGN ENGINEER PRIOR TO ORDERING, FABRICATION OR CONSTRUCTION. NO EXTRA CHARGE CONTRADICTIONS OR AMBIGUITIES IN THE DESIGN DRAWINGS SHALL BE BROUGHT TO THE ATTENTIOND. ALL THINGS WHICH, IN THE OPINION OF THE CONTRACTOR, APPEAR TO BE DEFICIENCIES, OMISSIONS,

ARCHITECT OR DESIGN ENGINEER PRIOR TO PROCEEDING WITH FABRICATION OR CONSTRUCTION. OF DRAWINGS. DISCREPANCIES, INCLUDING DIMENSIONS, SHALL BE BROUGHT TO THE ATTENTION OF THE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF THE MOST CURRENT SETC. STRUCTURAL DRAWINGS ARE TO BE USED IN CONJUNCTION WITH ARCHITECTURAL, AND OTHER CONTRACT

DOCUMENTS. THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT THE CONTRACTOR, SUBCONTRACTOR, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK, OR PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, FOR THE ACTS OR OMISSION OF CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, FOR SAFETYB. THE ENGINEER DOES NOT HAVE CONTROL OR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR

STRUCTURE AT ANY TIME. THE STRUCTURE. CONSTRUCTION LOADS SHALL NOT EXCEED THE CAPACITY OF THE INSTALLED TEMPORARY BRACING AND SHORING DURING CONSTRUCTION TO MAINTAIN THE STABILITY OF THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL REQUIRED FOR ALL CONSTRUCTION MEANS, METHODS, PROCEDURES, TECHNIQUES, SEQUENCE AND SAFETY. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE STRUCTURE, AND DO NOT INDICATE THE METHOD OR MEANS OF CONSTRUCTION. THE A. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED

ROOF LIVE LOAD = 20 PSF (REDUCIBLE), OR 300 LB POINT LOADB. LIVE LOAD = 100 PSF

ADDENDUM 21 10/20/16

1

1

1

1

ARCHITECT

www.ksq.design

704.364.7080 fax

704.364.3400 office

Charlotte, NC 28211


KSQ Design




803.981.1094 fax

803.981.1000 office

ROCK HILL, SC 29730

660 N. ANDERSON RD

ROCK HILL BOND WORK


Owner

MEP Engineer

Structural Engineer

NONE

Civil Engineer


Lighting Consultant


704.987.9114 office

CORNELIUS, NC 28031



www.ksq.design

704.364.7080 fax

704.364.3400 office

CHARLOTTE, NC 28211


KSQ DESIGN

NONE

NONE

ARCHITECTS, PC


SCALE

DATE

SHEET NAME

SHEET NUMBER

ISSUED

REVISIONS

KEY PLAN

18 17 16 15 1314 9101112

17 1618 15 14 13 12 11 10 9

678 345 12

A

B

D

C

E

F

G

8 7 6 4 35

H

J

L

K

M

2 1

N

P

A

B

D

C

E

F

G

H

J

L

K

M

N

P

PROJECT NO.

As indicated

09/27/2016


PACKAGE B

HIGH SCHOOL

SOUTH POINTE

ROCK HILL SC 29730

801 NEELY ROAD

1624906.02



DO

UG

L

AS G. FITZP

AT

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No. 11887

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OUTH CAROL

INA

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IN

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No. C3017

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OF SE SOI NA

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GROUP, PLCC

ENGINEERING

FITZPATRICK

PIERS

SPRAY FIRE-RESISTANT MATERIAL

MASTIC, INTUMESCENT COATINGS

EXTERIOR INSULATION AND FINISH SYSTEM

SPECIAL CASES

INSPECTORS, AND TESTING TECHNICIANSSCHEDULE OF QUALIFICATIONS OF AGENCIES.

SCHEDULE OF SPECIAL INSPECTION SERVICES

SPECIAL INSPECTION GENERAL NOTES

2015 INTERNATIONAL BUILDING CODE

STRUCTURAL STEEL

CAST-IN-PLACE CONCRETE

MASONRY

WOOD

SOILS AND FOUNDATIONS

PILES

CASE FORM 101

SUPERVISING AND EVALUATING TESTS AND/OR INSPECTIONS 3) PERSONNEL - SHALL EMPLOY EXPERIENCED PERSONNEL EDUCATED TO CONDUCTING, REQUIRED TESTS. 2) EQUIPMENT - HAVE ADEQUATE EQUIPMENT, PERIODICALLY CALIBRATED TO PERFORM INTEREST. 1) INDEPENDENT - OBJECTIVE AND COMPETENT, DISCLOSE POSSIBLE CONFLICTS OFSPECIAL INSPECTION AGENCIES SHALL MEET THE FOLLOWING REQUIREMENTS:

THE MINIMUM QUALIFICATIONS FOR THE INSPECTION AGENTSTHE FOLLOWING KEY IS USED IN THE SCHEDULES OF SPECIAL INSPECTION TO IDENTIFY

BUILDING STRUCTURES AND REGISTERED IN THE STATE OF THE PROJECTSTRUCTURAL ENGINEER - A LICENSED SE OR PE SPECIALIZING IN THE DESIGN OF

FOUNDATIONS AND REGISTERED IN THE STATE OF THE PROJECTGEOTECHNICAL ENGINEER - A LICENSED PE SPECIALIZING IN SOIL MECHANICS AND

ENGINEERING EXAMINATION.ENGINEER-IN-TRAINING - A GRADUATE ENGINEER WHO HAS PASSED THE FUNDAMENTALS OF

TECHNICIAN.AMERICAN CONCRETE INSTITUTE - GRADE 1 CERTIFIED CONCRETE FIELD TESTING

SE

GE

EIT

ACI

CWI AMERICAN WELDING SOCIETY - CERTIFIED WELDING INSPECTOR

SCWI

CAWI

AMERICAN WELDING SOCIETY - SENIOR CERTIFIED WELDING INSPECTOR

AMERICAN WELDING SOCIETY - CERTIFIED ASSOCIATE WELDING INSPECTOR

ASNT AMERICAN SOCIETY OF NON-DESTRUCTIVE TESTING - LEVEL II OR III

SMSI STRUCTURAL MASONRY SPECIAL INSPECTOR - CERTIFIED BY ICBO

SWSI STRUCTURAL STEEL AND WELDING SPECIAL INSPECTOR

SFSI SPRAY-APPLIED FIREPROOFING SPECIAL INSPECTOR

PCSI PRESTRESSED CONCRETE SPECIAL INSPECTOR

RCSI REINFORCED CONCRETE SPECIAL INSPECTOR

SCHEDULE OF SPECIAL INSPECTIONS

MEET THE IMPACT RESISTANCE REQUIREMENTS OF IBC SECTION 1609.1.2 6. FABRICATION AND INSTALLATION OF COMPONENTS OR ASSEMBLIES REQUIRED TO 5. WIND-FORCE-RESISTING SYSTEM CONNECTIONS TO FOUNDATION FRAMES AND SHEARWALLS 4. VERTICAL WIND-FORCE-RESISTING SYSTEMS, INCLUDING BRACE FRAMES, MOMENT SIDELAPS BOUNDARY ELEMENTS. SEE PLANS FOR DECKING ATTACHMENTS AT SUPPORTS AND 3. ROOF AND FLOOR DIAPHRAGM SYSTEMS, INCLUDING COLLECTORS, DRAG STRUTS, AND 2. WALL CONNECTIONS TO ROOF AND FLOOR DIAPHRAGMS AND FRAMING 1. ROOF CLADDING AND ROOF FRAMING CONNECTIONS PLANS AND DETAILS FOR THIS PROJECT:DETAILED REQUIREMENTS. THE FOLLOWING ITEMS HAVE BEEN INCORPORATED INTO THE

NOT REQUIRED REQUIRED

CHECK LATER. INSPECTOR CAN COMPLETELY CHECK A GIVEN AREA WITHOUT HAVING TO DOUBLE C. SHALL REQUIRE THAT SUBCONTRACTORS COMPLETE THEIR WORK SO THAT THE SPECIAL THEIR INSPECTION PRIOR TO WORK BEING COVERED. B. SHALL PROVIDE ADEQUATE NOTICE FOR SPECIAL INSPECTION AGENT TO COMPLETE

REPORT DISTRIBUTION INCLUDING CONTACT INFORMATION. 4. IDENTIFY PERSON WITHIN FIRM RESPONSIBLE FOR SPECIAL INSPECTION FREQUENCY . 3. DETAILING PROCEDURE OF SPECIAL INSPECTION DISTRIBUTION LIST INCLUDING 2. ACKNOWLEDGEMENT TO OBTAIN CONFORMANCE OF CONSTRUCTION DOCUMENTS. 1. ACKNOWLEDGEMENT OF SPECIAL INSPECTION REQUIREMENTS BUILDING OFFICIAL AND OWNER CONTAINING THE FOLLOWING: RESISTING SYSTEM SHALL PROVIDE A WRITTEN NOTICE OF RESPONSIBILITY TO THE A. OR SUB-CONTRACTOR RESPONSIBLE FOR WORK ON SEISMIC OR WIND

THE CONTRACTOR :

STRUCTURAL STEEL (IBC REFERENCE 1705.2.1, AISC 360)

CONTRACTOR RESPONSIBILITY (IBC REFERENCE 1704.4)

INSPECTION OF FABRICATORS (IBC REFERENCE 1704.2.5)

ESSENTIAL FACILITIES. 4. RISK CATEGORY IV - BUILDING AND OTHER STRUCTURES DESIGNATED AS SUBSTANTIAL HAZARD TO HUMAN LIFE IN THE EVENT OF A FAILURE. 3. RISK CATEGORY III - BUILDING AND OTHER STRUCTURES THAT REPRESENT A RISK CATEGORY I, II OR IV. 2. RISK CATEGORY II - BUILDING AND OTHER STRUCTURES EXCEPT THOSE LISTED IN HAZARD TO HUMAN LIFE IN THE EVENT OF A FAILURE. 1. RISK CATEGORY I - BUILDING AND OTHER STRUCTURES THAT REPRESENT A LOW F. RISK CATEGORY ARE DEFINED AS FOLLOWS (PER IBC 1604.5): SUBMITTED AT A MUTUAL AGREED POINT IN TIME E. FINAL REPORT DOCUMENTING SPECIAL INSPECTIONS AND CORRECTION OF DISCREPANCIES DEFICIENCIES BEEN COMPLETED WITH A COMPLETE LIST OF OUTSTANDING DISCOVERED D. PROVIDE AGENT'S FINAL REPORT INDICATING THAT ALL TESTING HAS RECORDED 6. RESOLUTION TO CURRENT AND PRIOR DEFICIENCIES SHALL BE CLEARLY 5. DISCOVERED DEFICIENCIES SHALL BE CLEARLY IDENTIFIED 4. DETAILS OF ITEMS INSPECTED 3. SPECIFIC AREAS OF WORK FOR THAT DAY 2. DATE AND TIME OF INSPECTION 1. NAME OF INSPECTOR FOLLOWING INFORMATION AS A MINIMUM: ADMINISTRATOR ON A BIMONTHLY BASIS. THE REPORTS SHALL CONTAIN THE C. FURNISH FOUR(4) COPIES OF ALL REPORTS TO THE SPECIAL INSPECTOR ACCORDANCE WITH THE SCHEDULE ABOVE B. COORDINATE INSPECTIONS WITH CONTRACTOR AND SUBCONTRACTORS IN A. SUBMIT CERTIFICATES OF QUALIFICATIONS FOR TESTING PERSONNELTHE SPECIAL INSPECTING AGENCY FOR THIS SCOPE OF WORK SHALL:

INSPECTIONS TASKS PRIOR TO WELDING

WELDING PROCEDURE SPECIFICATION (WPSs) AVAILABLE

CONSUMABLES AVAILABLEMANUFACTURER CERTIFICATIONS FOR WELDING

MATERIAL IDENTIFICATION (TYPE/GRADE)

WELDER IDENTIFICATION SYSTEM

- BACKING TYPE AND FIT (OF APPLICABLE- TACKING (TACK WELD QUALITY AND LOCATION)- CLEANLINESS (CONDITION OF STEEL SURFACES)- DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL)- JOINT PREPARATIONFIT-UP GROOVE WELDS (INCLUDING JOINT GEOMETRY)

CONFIGURATION AND FINISH OF ACCESS HOLES

TACKING (TACK WELD QUALITY AND LOCATION)-CLEANLINESS (CONDITION OF STEEL SURFACES)-DIMENSIONS (ALIGNMENT, GAPS AT ROOT)-

FIT-UP OF FILLET WELDS

CHECK WELDING EQUIPMENT

INSPECTION TASKS DURING WELDING

USE OF QUALIFIED WELDERS

EXPOSURE CONTROL-PACKAGING-

CONTROL AND HANDLING OF WELDING CONSUMABLES

NO WELDING OVER CRACKED TACK WELDS

- PRECIPITATION AND TEMPERATURE-WIND SPEED WITHIN LIMITSENVIRONMENTAL CONDITION

PROPER POSITION (F,V,H,OH)-INTERPASS TEMPERATURE MAINTAINED (MIN./MAX)-PREHEAT APPLIED-SHIELDING GAS TYPE/.FLOW RATE-SELECTED WELDED MATERIALS-TRAVEL SPEED-SETTINGS ON WELDING EQUIPMENT -

WPS FOLLOWED

EACH PASS MEETS QUALITY REQUIREMENTS-EACH PASS WITHIN PROFILE LIMITATIONS-INTERPASS AND FINAL CLEANING-

WELDING TECHNIQUES

INSPECTION TASKS AFTER WELDING

WELDS CLEANED

SIZE, LENGTH AND LOCATION OF WELDS

POROSITY-UNDERCUT-WELD SIZE-WELD PROFILES-CRATER CROSS SECTION-WELD/BASE-METAL FUSION-CRACK PROHIBITION-

WELDS MEET VISUAL ACCEPTABLE CRITERIA

ARC STRIKES

k-AREA

(IF REQUIRED)BACKING REMOVED AND WELD TABS REMOVED

REPAIR ACTIVITIES

WELDED JOINT MEMBERDOCUMENT ACCEPTANCE OR REJECTION OF

INSPECTION PRIOR TO BOLTING

FASTENER MATERIALSMANUFACTURER’S CERTIFICATIONS AVAILABLE FOR

ASTM REQUIREMENTSFASTENERS MARKED IN ACCORDANCE WITH

EXCLUDED FROM SHEAR PLANE)(GRADE, TYPE, BOLT LENGTH IF THREADS ARE TO BE PROPER FASTENERS SELECTED FOR THE JOINT DETAILS

PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAIL

IF SPECIFIED, MEET APPLICABLE REQUIREMENTSFAYING SURFACE CONDITION AND HOLE PREPARATION, CONNECTING ELEMENTS INCLUDING THE APPROPRIATE

ASSEMBLIES AND METHODS USED.PERSONNEL OBSERVED AND DOCUMENTED FOR FASTENER PRE-INSTALLATION VERIFICATION TESTING BY INSTALLATION

AND OTHER FASTENER COMPONENTSPROPER STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS

INSPECTION DURING BOLTING

POSITIONED AS REQUIREDIN ALL HOLES AND WASHERS IF REQUIRED ARE FASTENER ASSEMBLIES, OF SUITABLE CONDITION, PLACED

TO THE PRE-TENSIONING OPERATIONJOINT BROUGHT TO THE SNUG-TIGHT CONDITION PRIOR

PREVENTED FROM ROTATINGFASTENER COMPONENT NOT TURNED BY THE WRENCH

FROM THE MOST RIGID POINT TOWARD THE FREE EDGESRCSC SPECIFICATION PROGRESSING SYSTEMATICALLY FASTENERS ARE PRE-TENSIONED IN ACCORDANCE WITH THE

INSPECTION AFTER BOLTING

CONNECTIONSDOCUMENT ACCEPTANCE OR REJECTION OF BOLTED

AISC TABLE N 5.6-1, 5.6-2, 5.6-3

AISC TABLE N 5.4-1, 5.4-2, 5.4-3

QC QA

PP

PP

OO

OO

OO

OO

OO

--O

QAQC

OO

OO

OO

OO

OO

OO

QAQC

OO

PP

PP

PP

PP

PP

PP

PP

QAQC

OO

OO

OO

OO

OO

OP

OO

QAQC

OO

OO

OO

OO

QAQC

PP

CONNECTION, AND STEEL ELEMENT.P - PERFORM THESE TASKS FOR EACH WELDED JOINT OR MEMBER, BOLTED

OPERATIONS NEED NOT BE DELAYED PENDING THESE INSPECTIONS.O - OBSERVE THESE ITEMS ON A RANDOM BASIS.

THE INSPECTION TASKS ARE AS FOLLOWS:

(IBC REFERENCE 1704.3.3)STATEMENT OF SPECIAL INSPECTIONS FOR WIND RESISTANCE

WIND SPEED IS 110 MPH OR GREATER. 2. WIND EXPOSURE CATEGORIES C AND D, WHERE Vasd WIND SPEED IS 120 MPH OR GREATER 1. WIND EXPOSURE CATEGORY B, WHERE VasdREQUIRED FOR ALL STRUCTURES CONSTRUCTED IN THE FOLLOWING AREAS:

S-900

NOTES

SPECIAL INSPECTION

NO SCALE

SPECIAL INSPECTION NOTES1

S-900

10/20/16

CAST-IN-PLACE CONCRETE (IBC REFERENCE 1705.3)

VERIFICATION AND INSPECTION FREQUENCY

PERIODIC

PERIODIC

CONTINUOUS

CONTINUOUS

PERIODIC

CONTINUOUS

PERIODIC

CONTINUOUS

PERIODIC

AGENT

ACI 318: CH.26.8

ACI

ACI

ACI

ACI

ACI

ACI

ASNT

STANDARDSREFERENCED

PERIODIC

STRUCTURAL SLABS. REMOVAL OF SHORES AND FORMS FROM BEAMS AND TENDONS IN POST-TENSIONED CONCRETE AND PRIOR TO11. VERIFY IN-SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF

5. VERIFY USE OF REQUIRED DESIGN MIX.


PERIODIC

CONTINUOUS

PERIODIC

C. INSPECT ALL OTHER WELDS. MAXIMUM 5/16"; AND B. INSPECT SINGLE-PASS FILLET WELDS, OTHER THAN ASTMA706; A. VERIFY WELD-ABILITY OF REINFORCING BARS2. REINFORCING BAR WELDING

CONTINUOUS

PERIODIC

PERIODIC

AND VERIFY PLACEMENT.1. INSPECT REINFORCMENT, INCLUDING PRESTRESSING TENDONS,

25.3, 26.6.1-26.6.3ACI 318 CH. 20, 25.2,IBC 1908.4

ACI 318: 26.6.4AWS D1.4

3. INSPECT ANCHORS CAST IN CONCRETE. ACI 318: 17.8.2

NOT DEFINED IN 4.a B. MECHANICAL ANCHORS AND ADHESIVE ANCHORS INCLINED ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS. A. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY IN HARDENED CONCRETE MEMBERS.4. INSPECT ANCHORS POST-INSTALLED

ACI 318: 17.8.2

ACI 318: 17.8.2.4

26.4.3, 26.4.4ACI 318: Ch. 19,1908.2, 1908.3IBC 1904.1, 1904.2,

ACI 318: 26.4, 26.12ASTM C 31ASTM C 172IBC 1908.10

ACI 318: 26..5IBC 1908.8IBC 1908.7IBC 1908.6

ACI 318: 26.5.3-26.5.5IBC 1908.9

ACI 318: 26.10

ACI 318: 26.11.2

ACI 318: 26.11.1.2(b)

AND DETERMINE THE TEMPERATURE OF THE CONCRETE. STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS,6. PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR

APPLICATION TECHNIQUES.7. INSPECT CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER

AND TECHNIQUES.8. VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE

B. GROUTING OF BONDED PRESTRESSING TENDONS. A. APPLICATION OF PRESTRESSING FORCES; AND9. INSPECT PRESTRESSED CONCRETE FOR:

10. INSPECT ERECTION OF PRECAST CONCRETE MEMBERS.

OF THE CONCRETE MEMBER BEING FORMED.12. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS

APPROVED CONSTRUCTION DOCUMENTS, OR SECTION 1704.2.5.1. OFFICIAL STATING THAT THE WORK WAS PERFORMED IN ACCORDANCE WITH THE FABRICATOR SHALL SUBMIT A CERTIFICATE OF COMPLIANCE TO THE BUILDING SPECIAL INSPECTION AGENCY. AT COMPLETION OF FABRICATION, THE APPROVED MANUALS AND PERIODIC AUDITING OF FABRICATION PRACTICES BY AN APPROVED UPON REVIEW OF THE FABRICATOR'S WRITTEN PROCEDURAL AND QUALITY CONTROL PERFORM SUCH WORK WITHOUT SPECIAL INSPECTIONS. APPROVAL SHALL BE BASED IS DONE ON THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED TO 2. SPECIAL INSPECTIONS REQUIRED BY THIS CODE ARE NOT REQUIRED WHERE THE WORK FABRICATOR'S SCOPE OF WORK. COMPLETENESS AND ADEQUACY RELATIVE TO THE CODE REQUIREMENTS FOR THE STANDARDS. THE SPECIAL INSPECTOR SHALL REVIEW THE PROCEDURES FOR ABILITY TO CONFORM TO APPROVED CONSTRUCTION DOCUMENTS AND REFERENCED BASIS FOR INSPECTION CONTROL OF THE WORKMANSHIP AND THE FABRICATOR'S DETAILED FABRICATION AND QUALITY CONTROL PROCEDURES THAT PROVIDE A 1. THE SPECIAL INSPECTOR SHALL VERIFY THAT THE FABRICATOR MAINTAINSAND AS REQUIRED ELSEWHERE IN THIS CODEINSPECTIONS OF THE FABRICATED ITEMS SHALL BE REQUIRED BY THIS SECTIONIS BEING PERFORMED ON THE PREMISES OF A FABRICATOR'S SHOP, SPECIALWHERE FABRICATION OF STRUCTURAL LOAD-BEARING MEMBERS AND ASSEMBLIES

NOT REQUIRED REQUIRED

NY

Y N

NY

Y N

NY

DESIGN CATEGORY C, D, E OR F, IN ACCORDANCE WITH SECTION 1705.11.4.DESIGNATED SEISMIC SYSTEMS IN STRUCTURES ASSIGNED TO SEISMIC

IN ACCORDANCE WITH SECTIONS 1705.12.5 AND 1705.12.6.ARCHITECTURAL, MECHANICAL, AND ELECTRICAL COMPONENTS

CATEGORY D, E, OR F, IN ACCORDANCE WITH SECTION 1705.12.7.STORAGE RACKS IN STRUCTURES ASSIGNED TO SEISMIC DESIGN

IN ACCORDANCE WITH SECTION 1705.12.8.SEISMIC ISOLATION SYSTEM

(IBC REFERENCE 1704.3.2)STATEMENT OF SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE

DESIGN CATEGORY B, C, D, E OR F IN ACCORDANCE WITH SECTION 1705.12.1 THROUGH 1705.12.9.SEISMIC-FORCE-RESISTING SYSTEMS IN STRUCTURES ASSIGNED TO SEISMIC

VERIFIED. APPROVED SUBMITTALS TO BE CONSTRUCTION DOCUMENTS AND INSPECTION PROVISIONS OF THE 1. COMPLIANCE WITH REQUIRED

MASONRY (IBC REFERENCE 1705.4, ACI 530-13)


LEVEL B SPECIAL INSPECTION

VERIFICATION AND INSPECTION FREQUENCY

REFERENCED STANDARDS

AGENT

SMSI

SMSI

PERIODIC

SMSI

SMSI

PERIODICART. 1.5

SMSI

(NOT VENEER, NOT GLASS UNIT)ENGINEERED MASONRY, RISK CATEGORY I, II OR III ENGINEERED VENEER OR CLASS UNIT. RISK CATEGORY IV- VERIFY COMPLIANCE WITH SUBMITTAL- NO TESTINGEMPIRICAL, VENEER, GLASS UNIT. RISK CATEGORY I, II, OR IIILEVEL A SPECIAL INSPECTION:

THE SITE FOR SELF CONSOLIDATING GROUT.2. VERIFICATION OF SLUMP FLOW AND VSI AS DELIVERED TO

EXCEPT WHERE SPECIFICALLY EXEMPTED BY THIS CODE.1. VERIFICATION OF f'm AND f'mc PRIOR TO CONSTRUCTION

REQUIRED TESTS:

ASCE 5ACI 530TMS 402

ASCE 6ACI 530.1TMS 602

PRISMS SHALL BE OBSERVED GROUT, MORTAR SPECIMENS AND/OR5. PREPARATION OF ANY REQUIRED

MORTAR JOINTS CONSTRUCTION OF THIN BED g. PLACEMENT OF ACC UNITS AND

BONDED TENDONS. PRESTRESSING GROUT FOR f. PLACEMENT OF GROUT AND

OF PRESTRESSING FORCE. e. APPLICATION AND MEASUREMENTS

(<40 OR >90 DEGREES F) COLD AND HOT WEATHER PROTECTION OF MASONRY DURING d. PREPARATION, CONSTRUCTION AND

c. WELDING OF REINFORCING BARS

OR OTHER CONSTRUCTION STRUCTURAL MEMBERS, FRAMES DETAILS TO CONNECT TO ANCHORS ALONG WITH OTHER b. TYPE, SIZE AND LOCATION OF

STRUCTURAL ELEMENTS a. SIZE AND LOCATION OF

INSPECTION PROGRAM TO VERIFY:4. DURING CONSTRUCTION THE

1.4 B.3,1.4B.41.4 B.2.c.31.4.B.2.b.3ART 1.4, B.2 a.3

PERIODIC

PERIODIC

PERIODIC

PERIODIC

PERIODIC

PERIODIC

PERIODIC

PERIODIC

PERIODIC

PERIODIC

PERIODIC

PERIODIC

PERIODIC

CONTINUOUS

CONTINUOUS

1.16.4.3

SEC 8.1.7.7.2

ART 3.6B

ART 3.3, 3.6C

ART 3.3F

ART 3.3B

ART 2.4, 3.4

ART 3.2E, 3.4, 3.6A

ART 2.6B, 2.4G.1.b

ART 2.1C

ART 3.3B

ART 2.1, 2.6A

FOR ACC MASONRY f. PROPERTIES OF THIN BED MORTAR.

e. PRESTRESSING TECHNIQUE

TENDONS AND ANCHORS CONNECTORS, PRE-STRESS d. LOCATION OF REINFORCEMENT,

PRESTRESSING TENDONS c. GRADE AND SIZE OF

b. CONSTRUCTION OF MORTAR JOINTS

MORTAR a. PROPORTIONS OF SITE PREPARED

VERIFY THE FOLLOWING:2. AS MASONRY CONSTRUCTION BEGINS

e. CONSTRUCTION OF MORTAR JOINTS

FOR BONDED TENDONS GROUT AND PRESTRESSING GROUT d. PROPORTIONS OF SITE PREPARED

TENDONS AND ANCHORAGES CONNECTORS, AND PRESTRESSING c. PLACEMENT OF REINFORCEMENT,

BOLTS, TENDONS REINFORCEMENT, ANCHOR b. GRADE, TYPE AND SIZE OF

a. GROUT SPACE IS CLEAN

THE FOLLOWING:3. PRIOR TO GROUTING VERIFY

PERIODIC

CONTINUOUS

PERIODIC

SEC 6.1

SEC 6.1

ART 3.2D, 3.2F

ART 1.8C, 1.8D

ART 3.4, 3.6A

ART 2.4B, 2.4H

ART 3.6B

SEC 6.1.4.3, 6.2.1SEC 1.17.1.(e)

11.3.3.4(b)9.3.3.4(c)

3.3F.1.bART 3.3, B.9,

1

1 10/20/16ADDENDUM 2