W912HN-17-R-0004_AMD2.pdf

GENERAL NOTES

DEMOLITION AND REMOVAL NOTES:

EROSION CONTROL NOTES:

SEDIMENT FROM LEAVING THE SITE.

DESIGN ANY ADDITIONAL EROSION CONTROL MEASURES REQUIRED TO KEEP THE

SHALL BE USED BY THE CONTRACTOR TO MAINTAIN EXISTING MEASURES AND

'EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL'. THIS MANUAL

6. THE CONTRACTOR SHALL HAVE ON SITE THE LATEST VERSION OF GEORGIA

OFFICER.

(OPERATOR) TO IDENTIFY PROBLEMS AND COORDINATE WITH THE CONTRACTING

USDA-NRCS; BUT IT'S THE RESPONSIBILITY OF THE PRIMARY PERMITTEE

OFFICER AND THE DESIGN ENGINEER. GUIDANCE MAY BE OBTAINED FROM THE

RESPONSIBILITY OF THE CONTRACTOR IN COORDINATION WITH THE CONTRACTING

TO CONTROL OR TREAT THE SEDIMENT SOURCE. CHANGES TO THE ESPCP ARE THE

ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED

APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL,

MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE

OR CONCURRENT WITH, LAND DISTURBING ACTIVITIES. EROSION CONTROL

INSTALLATION OF EROSION CONTROL MEASURES AND PRACTICES PRIOR TO,

5. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE

ARE 1/3 (ONE-THIRD) FULL.

PERIODICALLY BY THE CONTRACTOR WHEN THE SEDIMENT CONTROL MEASURES

WORKING DAY AFTER EACH RAIN. ALSO, ACCUMULATED SILT SHALL BE REMOVED

AND REPAIRED AS NEEDED BY THE CONTRACTOR BY THE END OF THE NEXT

BY THE CONTRACTOR. EROSION AND SEDIMENT CONTROLS SHALL BE INSPECTED

4. ALL IMPACTS AND COST ASSOCIATED WITH EROSION MEASURES SHALL BE BORNE

LAND DISTURBING ACTIVITIES.

EDUCATION AND TRAINING CERTIFIED (E&TC) INDIVIDUAL IS ON-SITE DURING ALL

3. THE CONTRACTOR SHALL ENSURE A GEORGIA EROSION AND SEDIMENT CONTROL

CONSTRUCTION.

THE PROJECT SITE AND PREVENT EROSION OF SOILS DURING ALL PHASES OF

THE CONTRACTOR IN ORDER TO RETAIN SEDIMENT WITHIN THE BOUNDARIES OF

2. EROSION AND SEDIMENTATION CONTROL MEASURES MUST BE IMPLEMENTED BY

ACTIVITIES.

1. EROSION CONTROLS MUST BE IN PLACE PRIOR TO PERFORMING LAND DISTURBING

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C-002

COMPACTION AND BACKFILL REQUIREMENTS.

10. SEE SECTION EARTHWORK, FOR REQUIRED EXCAVATION AND SPECIFIC SUBGRADE

UTILITY LINES.

PRIVATIZED UTILITY COMPANIES TO PROVIDE ADEQUATE COVER FOR NEW

9. THE CONTRACTOR SHALL COORDINATE ALL GRADING OPERATIONS WITH THE

SOIL FROM AN OFF INSTALLATION AREA.

8. IF BORROW MATERIAL IS REQUIRED, THE CONTRACTOR SHALL BRING SUITABLE

MECHANICAL LINES WITHIN THE 5' LINE TO PREVENT INTERFERENCES.

7. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING UTILITY AND

DRAINAGE PIPES TIE IN TO EXISTING STORM DRAINAGE STRUCTURES.

6. THE CONTRACTOR SHALL GROUT SEAL LOCATIONS WHERE NEW STORM

NOTED OTHERWISE ON THESE PLATES.

SHALL BE RAISED OR LOWERED TO MATCH THE NEW FINISHED GRADES UNLESS

3. ALL EXISTING MANHOLES SHOWN ON CG-PLATES, CE-PLATES, AND CU-PLATES

INCHES PAST THE JOINT. FILTER FABRIC SHALL HAVE AN OVERLAP OF 18 INCHES.

JOINTS WRAPPED WITH FILTER FABRIC. FILTER FABRIC SHALL EXTEND 12

2. ALL STORM DRAINAGE PIPES 15 INCHES OR GREATER SHALL HAVE THEIR

AS APPROVED BY THE CONTRACTING OFFICER.

DURING EXCAVATIONS SHALL BE ACCOMPLISHED BY ANY ACCEPTABLE MEANS

GROUNDWATER, AND/OR ANY PERCHED WATER WHICH MIGHT BE ENCOUNTERED

ARE IN PLACE AND BACKFILLED. DEWATERING OF ANY SURFACE WATER,

FOOTING EXCAVATIONS SHALL REMAIN DRY AND FIRM UNTIL THE FOOTINGS

SO THAT ALL FOOTING EXCAVATIONS ARE ACCOMPLISHED IN THE DRY, ALL

CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE DEWATERING AS REQUIRED

BE CONTINUALLY AND EFFECTIVELY DRAINED DURING ALL PHASES OF

IMMEDIATELY SURROUNDING THE SITE WHICH AFFECTS OPERATIONS SHALL

1. ALL EXCAVATION SHALL BE PERFORMED SO THAT THE SITE AND AREA

GRADING NOTES: LAYOUT NOTES:

TEMPORARY FENCING:

FENCING SHALL REMAIN AROUND ENTIRE TEMF SITE WHILE UNDER CONSTRUCTION.

LAYDOWN AREA SHALL BE COORDINATED WITH THE CONTRACTING OFFICER.

PROJECT SITE AND THE CONTRACTOR'S LAYDOWN AREA. LOCATION OF

1. A TEMPORARY 6' HIGH CHAIN LINK FENCE SHALL BE INSTALLED AROUND

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AT NO ADDITIONAL COST TO THE GOVERNMENT.

IN ACCORDANCE WITH FEDERAL, STATE, LOCAL, AND INSTALLATION LAWS, RULES, AND REGULATIONS

DRAWINGS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ADDITIONAL MATERIALS

STRUCTURES, ASPHALT, REBAR, ETC., MAY BE ENCOUNTERED THAT ARE NOT SHOWN ON THE

. ADDITIONAL ITEMS SUCH AS ANY TYPE OF UNDERGROUND OR ABOVE UTILITIES, CONCRETE

UTILITIES DEEPER THAN 6 FEET.

19. TRENCH BOXES SHALL BE USED FOR ALL UTILITY DEMOLITION AND CONSTRUCITON OF

IN COORDINATION WITH FLINT EMC (PRIVATIZED UTILITY).

18. SEE ELECTRICAL SITE SHEETS (ES) FOR DEMOLITON OF ELECTRICAL INFRASTRUCUTURE

INFRASTRUCTURE.

17. SEE ELECTRICAL SITE SHEETS (ES) FOR DEMOLITION OF COMMUNICATION

PROJECT FEATURES AT NO ADDITIONAL COST TO THE GOVERNMENT.

IN SERVICE, CUT AND CAPPED, DEMOLISHED, OR ADJUSTED TO AVOID INTERFERING WITH OTHER

AND CORRESPONDING UTILITY PROVIDER/OWNER TO DETERMINE IF SUCH ITEMS ARE TO BE KEPT

ON THE DRAWINGS. THE CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER

LINES AND THEIR ASSOCIATED COMPONENTS MAY BE ENCOUNTERED THAT ARE NOT SHOWN

15. ADDITIONAL WATER, SANITARY SEWER, STORM LINES, ELECTRICAL AND COMMUNICATION

DIVERSION BOXES.

REVIEWED AND APPROVED ALL OIL/WATER SEPARATORS, FUEL TANKS, AND

14. CONTRACTOR TO ENSURE FORT BENNING DPW ENVIRONMENTAL DIVISION HAS

TIE INS THAT MAY BE OUTSIDE OF CONSTRUCTION LIMITS.

13. CONTRACTOR SHALL COORDINATE WITH CONTRACTING OFFICER ALL UTILITY

CONSTRUCTION SHALL REMAIN IN SERVICE AT ALL TIMES.

12. ALL ACTIVE SEWER LINES TRANSVERSING THE SITE WITHIN THE LIMITS OF

BE FILLED COMPLETELY WITH FLOWABLE GROUT.

11. WHERE SANITARY SEWER ARE BEING ABANDON IN PLACE, THE SEWER SHALL

RELOCATED PER CONTRACTING OFFICER'S DIRECTIONS.

10. EXISTING SURVEY CONTROLS WITHIN THE CONSTRUCTION LIMITS SHALL BE

WITH NEW MATERIAL MATCHING THE EXISTING REMOVED.

PAVEMENT TO BE REMOVED FOR UTILITY INSTALLATIONS SHALL BE REPLACED

9. SIDEWALKS, CURB AND GUTTER, CONCRETE PAVEMENT, AND ASPHALT

PARTIALLY REMOVED SHALL BE CAPPED ON THE ACTIVE SIDE.

CAPPED UNLESS OTHERWISE NOTED ON THE DRAWINGS. ALL LINES THAT ARE

8. ALL LINES IDENTIFIED TO BE ABANDONED IN PLACE SHALL BE PLUGGED AND

EARTHWORK.

EXCAVATED AREAS SHALL BE AS SPECIFIED IN SPECIFICATION SECTION

AND UNDERGROUND UTILITIES SHALL BE COMPLETE. BACKFILL OF THE

7. EXCAVATION FOR THE REMOVAL OF BUILDING FOUNDATIONS, SLABS,

STOCK PILE LOCATIONS ARE AVAILABLE ON THE INSTALLATION.

LIMITS WITH THE PROPER EROSION OR OFF THE INSTALLATION. NO TEMPORARY

6. TEMPORARY STOCKPILE LOCATIONS ARE TO BE WITHIN THE CONSTRUCTION

AT NO ADDITIONAL COST TO THE GOVERNMENT.

FEDEREAL, STATE, LOCAL, AND INSTALLATION LAWS, RULES AND REGULATIONS

REMOVAL AND DISPOSAL SHALL BE IN ACCORDANCE WITH ALL APPLICABLE

5. ASBESTOS WATER AND SANITARY SEWER LINES MAY BE ENCOUNTERED.

CURB AND GUTTER.

THE NEAREST JOINT TO PROVIDE A SMOOTH TIE IN OF NEW SIDEWALKS AND

4. SIDEWALKS AND CURB AND GUTTER TO BE REMOVED SHALL BE SAW CUT AT

PAVEMENT. SEE BORING LOGS FOR DEPTH OF PAVEMENT.

BE SAW CUT ALONG THE EDGE OF REMOVALTO PROVIDE A SMOOTH TIE IN OF NEW

3. REMOVAL ITEMS ARE SHOWN ON CD PLATES. PAVEMENTS TO BE REMOVED SHALL

LAND DISTURBING ACTIVITIES OR REMOVALS.

2. EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO PERFORMING ANY

BE GRASSED.

SHALL BE SPREAD AND COMPACTED 4 INCHES THICK ON AREAS IDENTIFIED TO

1. TOPSOIL SHALL BE STRIPPED FROM THE SITE AND STOCKPILED. TOPSOIL

1-800-282-7411

GA UTILITIES PROTECTION CENTER (CALL 72 HOURS BEFORE DIGGING)

706-545-7264

FORT BENNING INSTALLATION UTILITY LOCATOR

TERRY GOSS, 706-571-3669

AT&T

JAMES KERR, 256-735-2212

WIND JAMMER (CABLE)

TOM BLAKE, 706-617-4037, TBLAKE@CWWGA.ORG

DANIEL ENFINGER, 706-575-3342, DENFINGER@CWWGA.ORG

COLUMBUS WATER WORKS (SEWER & WATER)

MATT RICKS, 706-566-9798, MATT.RICKS@LIBERTYUTILITIES.COM

DARREL LYTLE, 706-987-0524, DARREL.LYTLE@LIBERTYUTILITIES.COM

LIBERTY UTILITIES (NATURAL GAS)

RUSTY GILMER, 706-545-4134

NEC (COMMUNICATIONS)

WALKER FRICKS, 478-988-3510

FLINT ENERGIES, EMC (ELECTRICAL)

UTILITIES MARKED PRIOR TO ANY CONSTRUCTION ACTIVITY.

2. UTILITIES ARE PRIVATIZED. CONTRACTOR SHALL HAVE ALL UNDERGROUND

(BOC AND EOP) TO BE 5 FT.

AND EDGE OF PAVEMENT; UNLESS INDICATED OTHERWISE. MINIMUM RADII

1. ALL DIMENSIONS ARE MEASURED TO THE BACK OF CURB, FACE OF BUILDING,

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SANITARY SEW ER PROFILES

REVISED IN ACCORDANCE W ITH AMENDMENT 00021

APR 2017

ANSI D

CHECKED BY:

DRAW N BY:

ISSUE DATE:

W 912HN-17-R-004

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CATEGORY CODE

214-10-13 nrvcu201pr.dgn

SAVANNAH DISTRICT

U.S. ARM Y CORPS OF ENGINEERS

100 W EST OGLETHORPE AVENUE

SAVANNAH, GEORGIA

DESCRIPTION

FORT BENNING, GEORGIA

SOF TUAV HANGAR

PN 61065

CIVIL

FEBRUARY 2017

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RESERVATION BOUNDARY

RESERVATION BOUNDARY

RESERVATION BOUNDARY

RESERVATION BOUNDARY

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RESERVATION BOUNDARY

RESERVATION BOUNDARY

RESERVATION BOUNDARY

RESERVATION BOUNDARY RESERVATION BOUNDARY

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1 APR 2017

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DRAW N BY:

ISSUE DATE:

W 912HN-17-R-004

XXXXXX-XX-X-XXXX

S

H E

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ID

FILENAME:

B C D E F G

SOLICITATION NO.:

DESIGNED BY:

A

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SIZE:

SUBMITTED BY:

DATE

CONTRACT NO.:

o f E n g in e e r s

U S

A rm y C o rp s nrvce001ec.dgn

U.S. ARM Y CORPS OF ENGINEERS

100 W EST OGLETHORPE AVENUE

SAVANNAH, GEORGIA

DESCRIPTION

FORT BENNING, GEORGIA

SOF TUAV HANGAR

T

A K

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N E

L A

S

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P R

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:d m s \n rv c e e c .d g n

GENERAL NOTES:

1. OUTSIDE AIR, RELIEF AIR, EXHAUST AIR, AND ANY OTHER CONTROL DAMPER THAT ISOLATES THE BUILDING FROM OUTSIDE SHALL BE "LOW LEAKAGE" TYPE AMCA 500 CLASS 1A WITH MAXIMUM 3 CFM/SF LEAKAGE RATE AT

1" WG DIFFERENTIAL PRESSURE.

2. VARIABLE SPEED CONTROLS:

A. VARIABLE FREQUENCY DRIVES SHALL START AT LOW SPEED.

B. WHEN 2 OR MORE VARIABLE SPEED PUMPS OPERATE IN PARALLEL, THEIR SPEEDS SHALL BE SYNCHRONIZED

AND CONTROLLED FROM A COMMON SIGNAL.

C. VARIABLE FREQUENCY DRIVES SHALL NOT OPERATE BELOW THE MINIMUM SPEED SET ON THE CONTROL PANEL. MINIMUM SPEED SETTING SHALL BE DETERMINED DURING SYSTEM COMMISSIONING AND SHALL NOT BE

LOWER THAN THE MOTOR MANUFACTURER'S RECOMMENDATION.

D. EQUIPMENT SAFETIES SHALL BE WIRED INTO VARIABLE FREQUENCY DRIVE CONTROL CIRCUITS.

3. INDICATION OF EQUIPMENT OPERATING STATUS AND ACTUATION OF CONTROL SEQUENCES SHALL BE

ACCOMPLISHED BY CURRENT SENSING RELAYS UNLESS OTHERWISE INDICATED.

4. UPON POWER FAILURE AND RESTORATION, SYSTEMS SHALL AUTOMATICALLY RESTART AND RETURN TO THEIR NORMAL MODE OF OPERATION. ADJUSTABLE TIME DELAYS SHALL BE PROVIDED TO SEQUENTIALLY STAGE STARTING OF EQUIPMENT WITH MOTORS GREATER THAN 5 HP OR ELECTRIC HEATING LOADS GREATER THAN 4

KW.

5. HAND-OFF-AUTOMATIC AND CONTROLLER-OFF-BYPASS SWITCHES:

A. SAFETY DEVICES, INCLUDING FIRE ALARM SYSTEM RELAYS, SHALL BE WIRED IN SERIES WITH THE MOTOR CONTROLLER HOLDING COIL CIRCUIT AND SHALL BE ACTIVE IN THE HAND AND AUTOMATIC POSITIONS AND IN THE

BYPASS POSITION.

B. INTERLOCKING WITH OTHER FANS, EQUIPMENT, OR SYSTEMS OTHER THAN THOSE REQUIRED FOR THE

OPERATION OF THE SPECIFIC EQUIPMENT SHALL BE THROUGH AUTOMATIC POSITIONS ONLY.

C. REMOTE CONTROL FROM THE DDC SYSTEM SHALL BE THROUGH AUTOMATIC POSITIONS.

D. HAND POSITION SHALL BE FOR MAINTENANCE OPERATION ONLY.

E. OPERATION IN HAND POSITION SHALL ENERGIZE ASSOCIATED DAMPERS AND EQUIPMENT NECESSARY TO

ALLOW OPERATION.

6. CONTROLS SHALL FAIL AS SPECIFIED HEREIN, OR TO MINIMIZE POSSIBILITY OF DAMAGE ON FAILURE IF NOT

SPECIFIED HEREIN.

7. CONTROL SETPOINTS INDICATED IN THESE SEQUENCES HAVE BEEN MADE PRIOR TO SYSTEMS COMMISSIONING. CONTROL SETPOINTS SHALL BE ADJUSTABLE OVER THE RANGE OF THE SENSED MEDIA, AND SHALL BE ADJUSTED TO REFLECT OWNER'S CRITERIA DURING THE COMMISSIONING PROCESS. MEANS OF ADJUSTMENT AND CURRENT SETPOINT SHALL BE IDENTIFIED. DDC SETPOINTS AND ALARM LIMITS SHALL BE PROGRAMMED AS VARIABLES, EXPRESSED IN THE APPROPRIATE ENGINEERING UNITS, WHICH CAN BE ADJUSTED THROUGH THE DIGITAL DISPLAY UNIT OR FROM A CENTRAL STATION WITHOUT REQUIRING MODIFICATION OR RELOADING OF THE DDC CONTROL PROGRAMS. CONTROL, ALARM, AND LIMIT SETPOINTS FOR EACH DDC CONTROLLER SHALL BE DISPLAYED AND SHALL BE ADJUSTABLE FROM AN APPROPRIATELY PASSWORD- PROTECTED TABULAR GRAPHIC DISPLAY ASSOCIATED WITH THE APPROPRIATE EQUIPMENT. SETPOINTS OR ALARM LIMITS COMMON TO MULTIPLE CONTROL ALGORITHMS SHALL BE CONFIGURED AS A COMMON VARIABLE, REQUIRING A SINGLE ADJUSTMENT.

8. CONTROL OUTPUTS SHALL PROVIDE MAXIMUM RATED ACTUATOR POWER AT EXTREMES OF ACTUATOR TRAVEL. CONTROL OUTPUT RANGE (0-100%) SHALL CORRESPOND TO ACTUATOR TRAVEL (0-100%). ACTUATOR

TRAVEL SPEED AT FULL LOAD SHALL BE 90 SECONDS OR LESS.

9. WHERE DAMPERS PREVENT AIRFLOW THROUGH AN AIR HANDLING UNIT OR FAN, THOSE DAMPERS SHALL BE PROVEN OPEN PRIOR TO STARTING THE UNIT OR FAN. PROOF SHALL BE BY MECHANICAL SAFETY LIMIT SWITCH ACTIVATED BY THE DAMPER BLADE. THIS SWITCH SHALL BE WIRED IN THE AUTOMATIC AND HAND/TEST

POSITIONS. AND IN THE BYPASS POSITION.

10. PROVIDE TRANSFORMERS AND LOW VOLTAGE POWER WIRING FROM CIRCUITS IDENTIFIED ON THE ELECTRICAL DRAWINGS FOR DDC CONTROLS TO ACTUATORS, CONTROLLERS, AND OTHER POWER CONSUMING DEVICES.

11. SMOKE DAMPERS AND COMBINATION SMOKE AND FIRE DAMPERS SHALL OPERATE IN ACCORDANCE WITH THE SEQUENCES SPECIFIED HEREIN. PROVIDE CONTROL POWER AND CONTROLS FOR THESE DAMPERS.

12. SMOKE DETECTORS AND FIRE ALARM SIGNAL RELAYS ARE SPECIFIED IN DIVISION 28. WIRE FIRE ALARM

SIGNAL RELAYS INTO THE DDC SYSTEM AS SPECIFIED HEREIN.

13. A BUILDING HVAC EMERGENCY SHUT OFF SWITCH SHALL BE LOCATED AS INDICATED ON THE PLANS. WHEN ACTIVATED, THE DDC SHALL SHUT DOWN ALL FANS (EXCEPT DUCTLESS SPLIT SYSTEMS AND UNIT HEATERS) AND CLOSE ALL OUTSIDE AIR DAMPERS AND EXHAUST AIR DAMPERS. EMERGENCY SHUT OFF SWITCH SHALL BE

PROVIDED WITH A BACK UP CONTROLLER IN CASE OF CONTROLLER FAILURE.

14. ALL HVAC EQUIPMENT SHALL BE CONNECTED TO THE LON BUS AND ACCESSIBLE VIA THE DDC FOR

SCHEDULING, ALARMS, MONITORING, OVERRIDE, AND SETPOINT ADJUSTMENT.

15. INTEGRATION OF DDC SYSTEM TO UMCS SHALL BE PERFORMED UNDER THIS CONTRACT. FULLY INTEGRATE ALL CONTRACT AND POST REQUIREMENTS. REFER TO SPECIFICATIONS FOR PROTOCOL, EXISTING SYSTEM

CONNECTIONS, ETC. DDC SHALL INCLUDE PROGRAMMABLE OCCUPANCY SCHEDULER FUNCTION.

FORT BENNING CURRENTLY HAS A NIAGARA UTILITY MONITORING CONTROL SYSTEM (UMCS). CONNECTION FROM THE BUILDING LONWORKS DDC SYSTEM TO THE INSTALLATION UMCS SHALL BE ACCOMPLISHED THROUGH THE USE OF A JACE CONTROLLER. INTEGRATION OF BUILDING DDC SYSTEM SHALL BE COORDINATED WITH THE

DPW AND TIYA.

POINT SCHEDULE INSTRUCTIONS FOR UFGS - 23 09 23.01 CONTRACTOR

GENERAL:

1) THE CONTRACT DRAWING POINTS SCHEDULES ASSUME THAT THE ENTIRE

SEQUENCE OF OPERATION IS PERFORMED IN A SINGLE PIECE OF DDC

HARDWARE. IN CASES WHERE MULTIPLE PIECES OF DDC HARDWARE ARE USED

(INCLUDING ANSI-709.1 SENSORS AND ACTUATORS), SEPARATE THE POINTS

SCHEDULE INTO SEPARATE TABLES EACH WITH ITS OWN HEADER INFORMATION

(SEE BELOW) SO THAT EACH PIECE OF DDC HARDWARE HAS A TABLE DEDICATED

TO IT. ALL TABLES FOR A SINGLE SEQUENCE OF OPERATION SHALL BE ON A SINGLE

DRAWING WHICH MAY SPAN MULTIPLE SHEETS. SHOW COMMUNICATION

BETWEEN MULTIPLE PIECES OF DDC HARDWARE PERFORMING A COMMON

SEQUENCE THROUGH THE USE OF NVI AND PERFORMING A COMMON SEQUENCE

THROUGH THE USE OF NVI AND NVO ENTRIES IN THE I/O COLUMN (SEE I/O

COLUMN INSTRUCTIONS BELOW), ADDING ROWS TO THE TABLE(S) AS NEEDED.

2) POINT SCHEDULES ARE NOT REQUIRED FOR THE ALARM GENERATION

SEQUENCE OF OPERATION; THE ONLY INFORMATION REQUIRED FOR THIS

SEQUENCE IS THE "ALARM GENERATOR DDC HARDWARE INFORMATION"

HEADER.

3) ENTRIES SHOWN BRACKETED AS: < ___ > ARE REQUIRED ENTRIES UNDER

UFGS - 23 09 23.02. SOME ENTRIES WITHOUT BRACKETS MAY BE REQUIRED IN

SOME INSTANCES AS DESCRIBED IN THESE INSTRUCTIONS.

SPACES WHERE NO ENTRY IS ORDINARILY REQUIRED CONTAINS A TILDE:

" ~ " (EQUIVALENT TO AN "N/A" OR NULL VALUE)

WHEN AN ENTRY APPEARS INSIDE OF BRACKETS, IT IS A RECOMMENDED ENTRY

THAT MUST BE VERIFIED OR CHANGED BY THE APPROPRIATE PARTY (AS

INDICATED BY THE BRACKET TYPE). WHEN EDITING THE POINTS SCHEDULES,

DELETE THE BRACKETS AFTER VERIFYING/PROVIDING THE ENTRY. DO NOT LEAVE

CELLS BLANK, INSTEAD SHOW THE TILDE ("~") TO INDICATE A NULL VALUE OR

THAT NO FURTHER ENTRY IS REQUIRED.

HEADER INFORMATION INSTRUCTIONS:

4) DDC HARDWARE IDENTIFIER: SHOW THE IDENTIFIER FOR EACH PIECE OF DDC

HARDWARE. MAINTAIN CONSISTENCY AND UNIQUENESS OF DDC HARDWARE

IDENTIFIERS BETWEEN ALL DRAWINGS.

5) DDC HARDWARE LOCATION: SHOW THE PHYSICAL LOCATION OF THE DEVICE.

LOCATION SHALL INCLUDE THE BUILDING AND ROOM NUMBER AND MAY ALSO

INCLUDE FURTHER INFORMATION SUCH AS ENCLOSURE/PANEL IDENTIFICATION.

6) NODE ADDRESS: USE THE DOMAIN VALUE AND SUBNET RANGES SPECIFIED.

SHOW THE DOMAIN, SUBNET AND NODE ADDRESSES FOR ALL DEVICES ON THE

NETWORK.

7) NODE ID: SHOW THE MANUFACTURER SUPPLIED NODE ID FOR EACH DEVICE.

ALARM GENERATOR DDC HARDWARE HEADER:

8) ALARM GENERATOR DDC HARDWARE INFORMATION: FOR ALL POINTS

REQUIRING AN ALARM, CONFIGURE DDC HARDWARE TO PROVIDE ALARM

GENERATION AS SPECIFIED IN SECTION 23 09 23.13 20. IF THE ALARM GENERATION

IS NOT PERFORMED IN THE DDC HARDWARE CONTAINING THE POINT TO BE

ALARMED, SHOW THE DDC HARDWARE IDENTIFIER, LOCATION, ADDRESS AND

NODE ID FOR THE DDC HARDWARE PERFORMING THE ALARM GENERATION ON

THE POINTS SCHEDULE. IF THE ALARM GENERATION IS PERFORMED IN THE DDC

HARDWARE CONTAINING THE POINT TO BE ALARMED, INDICATE THIS BY

RECORDING "INTEGRATED" AS THE DDC HARDWARE IDENTIFIER.

"GENERAL" COLUMNS:

9) NAME COLUMN: SHOW POINT NAMES AS NEEDED AND AS INDICATED BY

BRACKETS (<___>). THE NAME SHALL BE CONSISTENT WITH POINT NAMES

SHOWN ON ALL OTHER DRAWINGS AND SHALL USE THE ESTABLISHED POINT

ABBREVIATIONS.

10) SETTING COLUMN: CONFIGURE DEVICES TO USE THE SETPOINTS AND

SETTINGS SHOWN. WHEN A SETPOINT OR SETTING IS NOT SHOWN, USE VALUES

IN ACCORDANCE WITH THE SPECIFICATION AND SHOW THE SETPOINT OR

SETTING USED. INCLUDE THE APPROPRIATE ENGINEERING UNITS FOR ENTRIES

IN THIS COLUMN.

11) RANGE COLUMN: CONFIGURE DEVICES TO USE THE RANGES SHOWN. WHEN A

RANGE IS NOT SHOWN, USE VALUES IN ACCORDANCE WITH THE SPECIFICATION

AND SHOW THE RANGE USED. FOR SENSORS SHOW THE ACTUAL SENSOR RANGE

(THIS RANGE MUST AT LEAST ENCOMPASS THE RANGE SPECIFIED IN SECTION 23

09 23.13 20). FOR DAMPER ACTUATORS SHOW THE ACTUAL RANGE OVER WHICH

THE VALVE OR DAMPER IS ACTUATED. INCLUDE THE APPROPRIATE ENGINEERING

UNITS FOR ENTRIES IN THIS COLUMN.

12) NCI/CP NAME COLUMN: ENTRIES IN THIS COLUMN ARE ONLY REQUIRED FOR

GENERAL PURPOSE PROGRAMMABLE CONTROLLERS (GPPC) OR APPROVED

APPLICATION SPECIFIC CONTROLLERS (ASC) LACKING LONWORKS NETWORK

SERVICES PLUG-INS. SHOW ALL NETWORK CONFIGURATION INPUTS (NCI) OR

CONFIGURATION PROPERTIES (CP) THAT RELATE TO THE POINT. FOR CPS OF A

USER-DEFINED NETWORK CONFIGURATION PARAMETER TYPE (UCPT), PROVIDE

EITHER THE SNVT THAT RELATES TO THE CP, OR (FOR UCPTS NOT BASED ON A

SNVT) PROVIDE DETAILED DESCRIPTIONS OF THE FIELDS AND UNITS OF EACH CP.

EXPAND ROWS AND USE ADDITIONAL SHEETS AS REQUIRED TO PROVIDE

CONFIGURATION PROPERTY DESCRIPTIONS.

24) SYSTEM OCCUPANCY (SYS-OCC): SHOW OCC, UNOCC, WUCD

(WARM-UP/COOL-DOWN) IN THE RANGE COLUMN BASED ON THE

SYSTEM-SPECIFIC SEQUENCE OF OPERATIONS AND OCCUPANCY

SCHEDULE.

25) MINIMUM OUTSIDE AIR FLOW: FOR SYSTEMS CONTROLLING TO A

MINOA SETPOINT, USE THE MINOA-F-SP SHOWN WHEN CONFIGURING

THE DDC HARDWARE PERFORMING THE SEQUENCE OF OPERATION.

FOR OTHER SYSTEMS SET THE MINIMUM OUTSIDE AIR FLOW TO THE

MINIMUM OUTSIDE AIR FLOW SETTING SHOWN AS SPECIFIED.

26) PID LOOP SETTINGS: SHOW ALL PID LOOP SETTINGS IN THE SETTINGS

COLUMN, INCLUDING ENGINEERING UNITS FOR EACH SETTING. ADJUST

ROW HEIGHT AS NEEDED TO SHOW ALL PID SETTINGS.

27) FILTERS: WHEN FILTER PRESSURES ARE SHOWN, INSTALL FILTER

PRESSURE TRANSMITTERS. SHOW LOADED FILTER (HIGH-LIMIT)

SETPOINT FOR EACH FILTER.

28) OTHER POINTS: INSTALL SENSORS FOR MONITORING PURPOSES

ONLY.

I/O TYPE COLUMNS

13) SHOW THE I/O TYPE FOR EACH POINT AS ONE (OR MORE) OF THE FOLLOWING:

* AI FOR ANALOG INPUTS

* AO FOR ANALOG OUTPUTS

* BI FOR BINARY INPUTS

* BO FOR BINARY OUTPUTS

* NVO FOR NETWORK VARIABLE OUTPUTS

* NVI FOR NETWORK VARIABLE INPUTS

IF MORE THAN ONE PIECE OF DDC HARDWARE IS USED TO IMPLEMENT A SEQUENCE

AND THE VALUE OF A PHYSICAL INPUT TO ONE IS NEEDED BY THE OTHER, SHOW

THE POINT AS BOTH A HARDWARE INPUT (AI OR BI) AND A NETWORK VARIABLE

OUTPUT (NVO) ON THE FIRST AND AS A NETWORK VARIABLE INPUT (NVI) TO THE

OTHER DDC HARDWARE. SIMILARLY FOR OUTPUTS SHOW A NETWORK VARIABLE

OUTPUT (NVO) ON ONE CONTROLLER, AND A NETWORK VARIABLE INPUT (NVI) AND

HARDWARE OUTPUT (AO OR BO) ON THE OTHER.

AN ENTRY OF NVO IS ONLY REQUIRED FOR OUTPUTS THAT ARE USED BY ANOTHER

PIECE OF DDC HARDWARE; POINTS THAT HAVE SNVTS ONLY FOR DISPLAY OR

TRENDING AT AN LDP OR M&C SOFTWARE WORKSTATION ARE ASSUMED TO BE

NVOS AND DO NOT NEED AN NVO ENTRY IN THE I/O COLUMN.

FOR EVERY ENTRY OF NVO OR NVI SHOW THE SNVT NAME AND TYPE IN THE SNVT

NAME AND SNVT TYPE COLUMNS UNDER LDP AND M&C DISPLAY.

LDP AND M&C DISPLAY COLUMNS:

14) LDP VIEW REQ'D COLUMN: PROVIDE AN LDP AND CONFIGURE THE BUILDING

CONTROL NETWORK AND THE LDP TO DISPLAY POINTS MARKED WITH AN "X". SHOW

THE SNVT NAME AND SNVT TYPE FOR EACH POINT SHOWN. (SEE INSTRUCTIONS

FOR THE "SNVT TYPE" COLUMN)

15) M&C DISP REQ'D: AN "X" IN THIS COLUMN INDICATES THAT A SNVT FOR THIS

POINT MUST BE AVAILABLE FROM THE DDC HARDWARE PERFORMING THE

SEQUENCE FOR THIS SYSTEM. PROVIDE A SNVT OUTPUT FOR THESE POINTS AND

SHOW THE SNVT NAME AND SNVT TYPE. (SEE INSTRUCTIONS FOR THE "SNVT

TYPE" COLUMN)

16) M&C TREND REQ'D COLUMN: FOR ALL POINTS WITH AN X IN THIS COLUMN A

SNVT FOR THIS POINT SHALL BE AVAILABLE. PROVIDE A SNVT OUTPUT FOR THESE

POINTS AND SHOW THE SNVT NAME AND SNVT TYPE. (SEE INSTRUCTIONS FOR THE

"SNVT TYPE" COLUMN)

17) SNVT TYPE COLUMNS: IF THE SNVT TYPE IS SHOWN ON THE POINT SCHEDULE

CONTRACT DRAWING, THE PROVIDED SNVT SHALL BE OF THIS TYPE. IF NECESSARY,

AN SNVT TYPE TRANSLATOR MAY BE USED TO CONVERT TO THIS SNVT TYPE. IF THE

USE OF A TYPE TRANSLATOR RESULTS IN THE SHARING OF A SNVT BETWEEN DDC

HARDWARE, IT MUST BE DOCUMENTED ON THE POINTS SCHEDULES. WHERE NO

SNVT TYPE IS SHOWN, SHOW THE SNVT TYPE.

FOR ALARMS, SHOW THE SNVT TYPE FOR THE ALARM OUTPUT OF THE DDC

HARDWARE PERFORMING THE ALARM GENERATION.

OVERRIDES COLUMNS:

18) LDP OVRD REQ'D COLUMN: PROVIDE AN LDP AND CONFIGURE THE BUILDING

CONTROL NETWORK AND THE LDP TO ALLOW AN OPERATOR TO OVERRIDE THE

POINT FROM THE LDP. SHOW THE OVERRIDE INPUT SNVT NAME AND TYPE FOR

EACH POINT REQUIRING AN OVERRIDE.

19) M&C OVRD REQ'D COLUMN: FOR ALL POINTS WITH AN X IN THIS COLUMN

PROVIDE A SNVT INPUT BY WHICH THE VALUE OF THE POINT CAN BE OVERRIDDEN.

SHOW THE SNVT NAME AND TYPE FOR EACH POINT REQUIRING AN OVERRIDE.

ALARMS COLUMNS:

20) ALARM CONDITION COLUMN: PROVIDE A NETWORK VARIABLE OF TYPE

SNVT_ALARM OR SNVT_ALARM_2 FOR EACH POINT WITH AN ALARM CONDITION.

CONFIGURE THE ALARM SNVT TO HAVE A PRIORITY OF 0 FOR ALARMS WITH AN

ENTRY OF "INFO" IN THE ALARM PRIORITY COLUMN, AND A PRIORITY OF 3 FOR

ALARMS WITH AN ENTRY OF "CRIT" IN THE ALARM PRIORITY COLUMN. FOR ALL

ALARMS WITH AN "X" IN THE BUILDING ROUTING REQ'D COLUMN, BIND THIS ALARM

SNVT TO THE DDC HARDWARE PERFORMING THE REDUNDANT ALARM HANDLING

(SEE BUILDING ROUTING REQ'D COLUMN INSTRUCTIONS).

21) ALARM PRIORITY COLUMN: SEE ALARM CONDITION COLUMN INSTRUCTIONS

22) BLDG ROUTING REQ'D COLUMN: PROVIDE REDUNDANT ALARM HANDLING AS

SPECIFIED FOR EACH ALARM WITH AN X IN THIS COLUMN. SEE ALARM CONDITION

COLUMN.

OTHER:

23) SYSTEM RESET BUTTON (RST-BUT): IF THE "I/O TYPE" COLUMN CONTAINS "BI",

THE SYSTEM MUST BE CAPABLE OF BEING RESET VIA A LOCAL HARDWARE PUSH-

BUTTON. IF THERE IS AN "X" IN THE LDP OVRD REQ'D OR M&C OVRD REQ'D

COLUMN, THE SYSTEM MUST ALSO BE CAPABLE OF BEING RESET VIA SNVT INPUT

(SEE INSTRUCTIONS FOR M&C OVRD REQ'D AND LDP OVRD REQ'D COLUMNS)

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