25-105A Permit Dwgs 7-11-25.pdf
PDF 10 MB Posted
- Solicitation number
- 25-105A
- Issued by
- Adams County, Colorado
About this file
This is a comprehensive set of construction documents for the City of Thornton Justice Center Chiller Replacement project, prepared by Farnsworth Group and dated July 11, 2025. The project involves the complete replacement of existing chiller systems at the Thornton Justice Center located at 9551 Civic Center Drive, Thornton, Colorado. The scope includes demolishing three existing air-cooled condensing units, associated refrigeration piping, and chillers, and installing new water-cooled chillers, condenser water pumps, condenser water piping, and evaporative cooling towers. The project documents include mechanical, electrical, structural, and demolition plans, specifications, and detailed schedules, with a permit set issued for review.
The project offers two equipment options: Option 1 features modular chillers with a total nominal capacity of 320 tons using R-454B refrigerant, and Option 2 includes water-cooled chillers with a total capacity of 294 tons using R-513A refrigerant. The cooling infrastructure will be supported by a three-cell closed-circuit evaporative cooling tower system. Electrical work involves reusing existing electrical panels and circuit breakers, with minor modifications to accommodate the new equipment. The project is designed to comply with the 2024 International Mechanical Code, International Energy Conservation Code, and ASHRAE standards, with a focus on maintaining the Justice Center's operational continuity during the replacement process.
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Text version
REVIEWED:
DESIGNED:
DRAWN:
SHEET TITLE:
SHEET NUMBER:
FIELD BOOK NO.:
GENERAL
INFORMATION
M0.1
LV
LV
BZ
PROJECT:
DATE:
PROJECT NO.:
CITY OF THORNTON
JUSTICE CENTER
CHILLER
REPLACEMENT
9551 CIVIC CENTER DR,
THORNTON, CO 80229
07/11/2025
02500285.001
DESCRIPTION:DATE:#
ISSUE:
NOT FOR CONSTRUCTION
PERMIT SET
GROUP
www.f-w.com Engineers | Architects | Surveyors | Scientists
5613 DTC PARKWAY, SUITE 1100
GREENWOOD VILLAGE, COLORADO 80111
(303) 692-8838 / info@f-w.com
BD BOILER BLOW DOWN
CD CONDENSATE DRAIN
CWS CONDENSER WATER SUPPLY
HCWS DUAL TEMPERATURE SUPPLY
HPS HIGH PRESSURE STEAM
HRS HEAT RECOVERY SUPPLY
HTWS HIGH TEMP WATER SUPPLY
HWS HOT WATER SUPPLY
LPS LOW PRESSURE STEAM
LS LOOP SUPPLY
MPS MEDIUM PRESSURE STEAM
PD PUMP DISCHARGE
RHG REFRIGERANT HOT GAS
RL REFRIGERANT LIQUID
RS REFRIGERANT SUCTION
CHR CHILLED WATER RETURN
CWR CONDENSER WATER RETURN
HCWR DUAL TEMPERATURE RETURN
HPR HIGH PRESSURE STEAM CONDENSATE RETURN
HRR HEAT RECOVERY RETURN
HTWR HIGH TEMP WATER RETURN
HWR HOT WATER RETURN
LPR LOW PRESSURE STEAM CONDENSATE RETURN
LR LOOP RETURN
MPR MEDIUM PRESSURE STEAM CONDENSATE RETURN
ABOVE CEILING/AIR CONDITIONERAC
OUTDOOR AIROA
AIR COOLED CONDENSERACC
AIR FILTERAF
ABOVE FINISHED FLOORAFF
AIR HANDLING UNITAHU
AIR MEASURING STATIONAMS
AIR SEPARATORAS
AUTOMATIC AIR VENTAV
BOILERB
BUILDING AUTOMATION SYSTEMBAS
BACKDRAFT DAMPERBDD
BELOW FINISHED CEILINGBFC
BACKFLOW PREVENTION DEVICEBFP
BETWEEN JOISTSBJ
BOTTOM OF DUCTBOD
BOTTOM OF PIPEBOP
BRITISH THERMAL UNITS PER HOURBTUH
COMPRESSED AIRCA
COUNTER BALANCED SHUTTERCBS
COOLING COILCC
CEILING / CIRCULATING FANCF
CUBIC FEET PER MINUTECFM
CHILLERCH
CHILLED WATER PUMPCHP
CHILLED WATER RETURNCHR
CHILLED WATER SUPPLYCHS
CONVECTORCNV
CONDENSATECOND
CONDENSATE PUMPCP
COMPUTER ROOM AIR CONDITIONERCRAC
COOLING TOWERCT
CONDENSING UNITCU
CABINET UNIT HEATERCUH
CONTROL VALVECV
DOMESTIC COLD WATERCW
CONDENSER WATER PUMPCWP
CONDENSER WATER RETURNCWR
CONDENSER WATER SUPPLYCWS
DRY COOLERDC
DN DOWN
DP DIFFERENTIAL PRESSURE
DS DUCT SILENCER
EA EXHAUST AIR
EBB ELECTRIC BASEBOARD HEATER
EF EXHAUST FAN
EG EXHAUST GRILLE (LESS DAMPER)
EHC ELECTRIC HEATING COIL
EL ELEVATION
ER EXHAUST REGISTER
ERV ENERGY RECOVERY VENTILATOR
ET EXPANSION TANK
FA FRESH AIR
FD FIRE DAMPER
FDC FLEXIBLE DUCT CONNECTION
FFA FROM FLOOR ABOVE
FFB FROM FLOOR BELOW
FPC FLEXIBLE PIPE CONNECTION
FPT FAN POWERED AIR TERMINAL
FT FINNED TUBE RADIATION
GF GAS FURNACE
GIH GRAVITY INTAKE HOOD
GPM GALLONS PER MINUTE
GR GLYCOL RETURN
GS GLYCOL SUPPLY
GUH GAS UNIT HEATER
HU HUMIDIFIER
HC HEATING COIL
HCWR DUAL TEMPERATURE RETURN
HCWS DUAL TEMPERATURE SUPPLY
HP HEAT PUMP
HPR HIGH PRESSURE STEAM RETURN
HPS HIGH PRESSURE STEAM SUPPLY
HRC HEAT RECOVERY COIL
HS HUMIDITY SENSOR
HWP HOT WATER PUMP
HWR HOT WATER RETURN
LOW PRESSURE STEAM SUPPLY
LOW PRESSURE STEAM RETURN
KITCHEN HOOD - COMMERCIAL
HEAT EXCHANGER
HOT WATER SUPPLY
LPS
LPR
KH
HX
HWS
THOUSANDS OF BTU PER HOUR
MOTORIZED DAMPER
MAKEUP AIR UNIT
MIXED AIR
MBH
MD
MAU
MA
OBD OPPOSED BLADE DAMPER
P PUMP
PBD PARALLEL BLADE DAMPER
PRV PRESSURE RELIEF VALVE
PS PRESSURE SWITCH
PSI POUNDS PER SQUARE INCH
PTAC
RA RETURN AIR
RF RETURN AIR FAN
RG RETURN GRILLE (LESS DAMPER)
RH ROOF HOOD
RHC REHEAT COIL
RLFA RELIEF AIR
RPZ REDUCED PRESSURE BFP
RR RETURN REGISTER (WITH DAMPER)
RTU ROOFTOP AIR HANDLING UNIT
SA SUPPLY AIR
SAS SELF-ACTING SHUTTER
SD SUPPLY DIFFUSER/SMOKE DAMPER
SF SUPPLY FAN / SQUARE FOOT
SFD SMOKE/FIRE DAMPER
SG SUPPLY GRILLE
SR SUPPLY REGISTER
TCAC TEMP. CONTROL AIR COMPRESSOR
TCAD TEMP. CONTROL AIR DRYER
TDV TRIPLE DUTY VALVE
TFA TO FLOOR ABOVE
TFB TO FLOOR BELOW
TOD TOP OF DUCT
TOP TOP OF PIPE
UC UNIT COOLER
UFD UNDERFLOOR DUCT
UH UNIT HEATER
UV UNIT VENTILATOR
VAV VARIABLE AIR VOLUME TERMINAL
VD VOLUME DAMPER
VFD VARIABLE FREQUENCY DRIVE
AUTOMATIC AIR VENT
TEMPERATURE SENSOR/SWITCH
PRESSURE GAUGE
THERMOMETER
PIPE ANCHOR
PIPE GUIDES
MANUAL AIR VENT
FLOW SENSOR/SWITCH
PIPE EXPANSION JOINT
PIPE UNION
CONCENTRIC REDUCER
ECCENTRIC REDUCER
WYE STRAINER
WYE STRAINER W/DRAIN VALVE
DIRECTION OF FLOW
STEAM BUCKET TRAP
STEAM F&T TRAP
BACKFLOW PREVENTER
PIPE TURNING UP
PIPE TURNING DOWN
TEE OFF TOP
TEE OFF BOTTOM
PIPE TEE
PIPE CAP
PLAN 90 DEGREE ELBOW
PLAN 45 DEGREE ELBOW
PIPING SYSTEM (SOLID LINE)
PIPING SYSTEM (DASHED LINE)
MOTORIZED SHUTTER
NOT TO SCALE
MS
NTS
GENERAL
HYDRONIC VENTILATION
GENERAL NOTES
COMMON REQUIREMENTS
DEMOLITION
DESIGN CONDITIONS
UFT UNDERFLOOR FAN TERMINAL
HRV HEAT RECOVERY VENTILATOR (SENSIBLE)
EUH ELECTRIC UNIT HEATER
ESP EXTERNAL STATIC PRESSURE
INTERNAL STATIC PRESSUREISP
TSP TOTAL STATIC PRESSURE
PUMP
PC PLUMBING CONTRACTOR
EC ELECTRICAL CONTRACTOR
GC GENERAL CONTRACTOR
FLEXIBLE PIPE CONNECTOR
FCU FAN COIL UNIT
ALUMINUMAL
VRP VERTICAL RADIANT PANEL
WAC WINDOW / WALL AIR CONDITIONER
DOOR AIR CURTAINDAC
DH DEHUMIDIFIER
DOAS DEDICATED OUTDOOR AIR SYSTEM
DSU DUCTLESS SPLIT UNIT
DX DX COOLING COIL
ERP ELECTRIC RADIANT PANEL
GRH GAS RADIANT HEATER
LOUVERL
PDH POOL ROOM DEHUMIDIFIER
PACKAGED TERMINAL AIR CONDITIONER
RP RADIANT PANEL
S1 12x12
EXISTING
EQUIPMENT TYPE
EQUIPMENT MARK
SHEET #
DETAIL #
AIRFLOW IN CFM
THROAT SIZE
MECHANICAL EQUIPMENT TAG
AIR TERMINAL DESIGNATION
KEYNOTE
DETAIL OR SECTION MARK
POINT OF NEW CONNECTION
CAP EXISTING PIPE OR DUCT
BOLD TEXT INDICATES PROPOSED ITEM
ITALIC TEXT INDICATES EXISTING ITEM
NEW
PRESSURE/TEMPERATURE PLUG
AHU-1
GUARD LOCKABLE GUARD WHERE INDICATED
EQUIPMENT TO BE CONTROLLED
GUARD
TEMP
HUMID
CO ELEMENT TO BE MONITORED
LOCKABLE GUARD WHERE INDICATED
HUMIDISTAT
THERMOSTAT
SENSOR
SUPPLY DIFFUSER/REGISTER
RETURN REGISTER/GRILLE
EXHAUST REGISTER/GRILLE
DIFFUSER AIRFLOW PATTERN IF
OTHER THAN 4-WAY BLOW
FLEXIBLE BRANCH RUNOUT TO SUPPLY
DIFFUSER, 36" MAX LENGTH
CEILING RETURN REGISTER WITH LINED
DUCT FOR SOUND ATTENUATION OPEN
TO CEILING PLENUM
FLEXIBLE DUCT CONNECTION TO
EQUIPMENT OR BETWEEN DUCTS
VOLUME DAMPER
MOTORIZED DAMPER
FIRE DAMPER
SMOKE DAMPER
COMBINATION FIRE/SMOKE DAMPER
SUPPLY AIR DUCT TOWARDS
SUPPLY AIR DUCT AWAY
RETURN/OUTDOOR AIR DUCT TOWARDS
RETURN/OUTDOOR AIR DUCT AWAY
TRANSFER AIR
A. PERFORM WORK IN ACCORDANCE WITH THE LATEST EDITION OF ALL INTERNATIONAL
CODES, REGULATIONS, STANDARDS AND RULES GOVERNED BY THE STATE OF
COLORADO AND OF LOCAL AUTHORITIES HAVING JURISDICTIONAL.
B. THE MECHANICAL DRAWINGS INDICATE THE GENERAL DESIGN AND ARRANGEMENT OF
LINES, EQUIPMENT, SYSTEM, ETC. INFORMATION SHOWN IS DIAGRAMMATIC IN
CHARACTER AND DOES NOT INDICATE EVERY REQUIRED OFFSET, FITTING, ETC. DO NOT
SCALE FOR DIMENSIONS.
C. THIS CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL WORK UNDER THIS
CONTRACT WITH ALL OTHER BUILDING TRADES.
D. SOME ASSUMPTIONS WERE MADE REGARDING PIPING CONFIGURATION DURING DESIGN.
THIS CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL FIELD CONDITIONS PRIOR TO
THE PURCHASE OF ANY MATERIALS AND COMMENCEMENT OF ANY WORK AND IS TO
NOTIFY THE OWNER/ ENGINEER OF ANY DISCREPANCIES FOR RESOLUTION.
E. MECHANICAL CONTRACTOR TO VERIFY OPERATION AND CONDITION OF ALL EQUIPMENT
TO BE REPURPOSED. IF EQUIPMENT IS NOT IN WORKING ORDER, CONTRACTOR TO
NOTIFY ARCHITECT TO GET DIRECTION TO MAKE NECESSARY REPAIRS TO SUCH
EQUIPMENT TO MAKE EQUIPMENT WORK.
F. PROVIDE SUFFICIENT ACCESS TO SERVICE ALL MECHANICAL EQUIPMENT.
G. MAINTAIN ONE SET OF REDLINE AS-BUILT DRAWINGS ON JOB SITE. SUBMIT TO
ARCHITECT AT COMPLETION OF ALL WORK.
H. SUBMIT SHOP DRAWINGS OF ALL EQUIPMENT TO OWNER/ ENGINEER. IN ADDITION,
SUBMIT THE FOLLOWING INFORMATION AT COMPLETION OF WORK.
1. OPERATION AND MAINTENANCE MANUAL.
2. TESTING AND BALANCING DATA.
I. ALL EQUIPMENT, MATERIALS AND INSTALLATION IS TO BE WARRANTEED FOR ONE YEAR
TO BE FREE FROM DEFECT. PROVIDE WRITTEN WARRANTY TO OWNER.
J. ALL CONTROL WORK TO BE PER MECHANICAL EQUIPMENT LIST. PROVIDE ANY
NECESSARY TRANSFORMERS FOR LOW VOLTAGE CONTROL CIRCUITS. LOW VOLTAGE
(24v) WIRING TO BE BY M.C.
K. M.C. TO BE RESPONSIBLE FOR ALL MOTOR STARTERS, DISCONNECTS AND CONTACTS.
L. AT THE COMPLETION OF WORK, PROVIDE TESTING AND BALANCING SERVICES FOR
MECHANICAL SYSTEMS. AT COMPLETION OF WORK, SUBMIT WRITTEN REPORT TO
ARCHITECT LISTING AIR DEVICE AIR FLOWS AND ALL AIR HANDLING UNIT AIR FLOWS,
ELECTRIC DATA, TEMPERATURES AND PRESSURE DROPS.
A.
B.
C.
D.
E.
F.
G.
H.
I.
J.
INSTALL EQUIPMENT TO ALLOW MAXIMUM POSSIBLE HEADROOM UNLESS SPECIFIC MOUNTING
HEIGHTS ARE INDICATED
INSTALL EQUIPMENT LEVEL AND PLUMB, PARALLEL AND PERPENDICULAR TO OTHER BUILDING
SYSTEMS AND COMPONENTS IN EXPOSED INTERIOR SPACES, UNLESS OTHERWISE INDICATED
INSTALL HVAC EQUIPMENT TO FACILITATE SERVICE, MAINTENANCE, AND REPAIR OR REPLACEMENT OF COMPONENTS. CONNECT EQUIPMENT FOR EASE OF REMOVAL, WITH MINIMUM INTERFERENCE TO
OTHER INSTALLATIONS
ALL MECHANICAL EQUIPMENT WITH THE EXCEPTION OF AIR HANDLING UNITS, SUPPORTED FROM
FLOOR STRUCTURE SHALL BE MOUNTED ON 4" THICK CONCRETE HOUSEKEEPING PADS UNLESS
NOTED OTHERWISE. AIR-HANDLING UNITS SHALL BE MOUNTED ON 6" THICK CONCRETE
HOUSEKEEPING PADS TO ACCOMMODATE PROPER TRAPPING OF THE CONDENSATE DRAIN
AIR FILTERS SHALL BE REPLACED IN ALL AIR HANDLING EQUIPMENT EMPLOYING SUCH PRIOR TO
FINAL COMPLETION AND OWNER OCCUPANCY
THE INSTALLING CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR ALL MECHANICAL EQUIPMENT PUT INTO OPERATION PRIOR TO THE INSTALLATION OF A WORKING CONTROL SYSTEM, TESTING, AND BALANCING, AND SUBSTANTIAL COMPLETION. ALL RETURN AND EXHAUST DUCT OPENINGS SHALL BE COVERED WITH ROLL TYPE FILTER MEDIA DURING SUCH TEMPORARY OPERATION. OPERATION OF THE MECHANICAL EQUIPMENT PRIOR TO FINAL COMPLETION SHALL NOT IMPACT THE EQUIPMENT
WARRANTY. MINIMUM 1-YEAR FROM SUBSTANTIAL COMPLETION UNLESS SPECIFIED OTHERWISE
PROVIDE FLEXIBLE DUCT CONNECTION BETWEEN MOTOR DRIVEN MECHANICAL UNITS AND SHEET
METAL SUPPLY, OUTDOOR AIR, EXHAUST, AND/OR RETURN AIR DUCTWORK CONNECTIONS
PROVIDE FLEXIBLE PIPE CONNECTION BETWEEN MOTOR DRIVEN MECHANICAL UNITS AND
CONNECTING PIPING
BASIS OF DESIGN MECHANICAL EQUIPMENT IS AS SCHEDULED ON THE DRAWINGS. INSTALLING
CONTRACTOR ASSUMES RESPONSIBILITY FOR COORDINATING PHYSICAL SPACE REQUIREMENTS OF
EQUIVALENT CAPACITY MECHANICAL EQUIPMENT DEEMED ACCEPTABLE BY THE ENGINEER
MECHANICAL EQUIPMENT FACTORY FINISH DAMAGED DURING THE COURSE OF CONSTRUCTION
SHALL BE RESTORED TO ORIGINAL CONDITION PRIOR TO FINAL ACCEPTANCE
A.
B.
C.
D.
E.
F.
G.
VERIFY EXACT SIZE AND LOCATION OF EXISTING UTILITIES PRIOR TO START OF DEMOLITION WORK
RELOCATE, REMOVE, AND ADJUST ALL MECHANICAL AND ELECTRICAL ITEMS AS REQUIRED TO
ACCOMPLISH SCOPE OF NEW WORK
EXISTING MECHANICAL ITEMS ARE SHOWN IN SCHEMATIC FORM BASED UPON EXISTING
CONSTRUCTION DOCUMENTS AND/OR FIELD INVESTIGATION
REMOVE EXISTING PIPING AND DUCTWORK BACK TO LAST ACTIVE SERVICE AND CAP
FIXTURES AND EQUIPMENT INDICATED TO BE REUSED OR SALVAGED SHALL REMAIN THE
PROPERTY OF THE OWNER AND BE STORED IN A LOCATION AS DIRECTED BY OWNER'S
REPRESENTATIVE
IN LOCATIONS WHERE EXISTING CONSTRUCTION IS REMOVED AND NO ADDITIONAL CONSTRUCTION IS INDICATED, PATCH EXISTING CONSTRUCTION TO MATCH ADJACENT SURFACES AND FINISHES
CONNECTIONS TO, AND SHUTDOWNS OF, EXISTING SYSTEMS SHALL BE COORDINATED WITH
OWNER'S REPRESENTATIVE TO ALLOW MINIMUM INTERFERENCE WITH OWNER'S OPERATION AND
DOWNTIME OF EXISTING UTILITIES. CONTRACTOR SHALL SUBMIT TO OWNER FOR REVIEW AND
APPROVAL THE PROPOSED PHASING PLAN FOR CONNECTING NEW SERVICES TO EXISTING
MECHANICAL EQUIPMENT INSTALLATION
PRESSURE SENSOR/SWITCH
EXHAUST AIR DUCT TOWARDS
EXHAUST AIR DUCT AWAY
TJ THROUGH JOISTS
CHS CHILLED WATER SUPPLY
CO2
3-WAY CONTROL VALVE
ANGLE GATE VALVE
ANGLE GLOBE VALVE
BALANCING/SHUTOFF VALVE
BALL VALVE
BUTTERFLY VALVE
CHECK VALVE
CALIBRATED BALANCING VALVE
CONTROL VALVE
EXPANSION VALVE
GATE VALVE
GLOBE VALVE
QUICK OPEN VALVE
SAFETY RELIEF VALVE
SOLENOID VALVE
VACUUM RELIEF VALVE
GAS COCK
PLUG VALVE
PRESSURE REDUCING VALVE (WATER)
PRESSURE REGULATOR (GAS)
PIPE SLOPE ARROW
WALL SWITCH
H
S
T
CFM
F
P
T
FLAT OVAL DUCT12x8Φ
ROUND DUCT12"ø
RECTANGULAR DUCT12x8
AHU
METERM
MECHANICAL CONTRACTORMC
SYMBOLS LEGEND
NOTE: NOT ALL SYMBOLS ARE USED IN CONSTRUCTION DOCUMENTS
HVAC DESIGN LOAD CALCULATIONS ARE BASED ON THE FOLLOWING CLIMATE DATA:
CITY AND STATE: THORNTON, COLORADO
WINTER OUTDOOR AMBIENT DB: -1.4° F
SUMMER OUTDOOR AMBIENT DB/WB: 93.9° F / 67.2° F
MECHANICAL SYSTEMS HAVE BEEN DESIGNED BASED UPON THE 2024 INTERNATIONAL MECHANICAL CODE, 2024 INTERNATIONAL ENERGY CONSERVATION CODE, NATIONAL FIRE PROTECTION (NFPA)
STANDARDS, AND AMERICAN SOCIETY OF HEATING, REFRIGERATION, AND AIR-CONDITIONING
ENGINEERS (ASHRAE) ACCEPTED STANDARDS AND PRACTICES
ABBREVIATIONS
LINE STYLE INDICATES DEMOLISHED ITEM
07/15/2025 http://www.f-w.com
DRAWN:
SHEET TITLE:
SHEET NUMBER:
FIELD BOOK NO.:
SPECIFICATIONS
M0.2
LV
LV
BZ
PROJECT:
DATE:
PROJECT NO.:
CITY OF THORNTON
JUSTICE CENTER
CHILLER
REPLACEMENT
9551 CIVIC CENTER DR,
THORNTON, CO 80229
07/11/2025
02500285.001
DESCRIPTION:DATE:#
ISSUE:
NOT FOR CONSTRUCTION
PERMIT SET
GROUP
www.f-w.com Engineers | Architects | Surveyors | Scientists
5613 DTC PARKWAY, SUITE 1100
GREENWOOD VILLAGE, COLORADO 80111
(303) 692-8838 / info@f-w.com
PART 1 GENERAL
1.1 PROJECT INFORMATION
A. For information regarding installation requirements, warranties, or anything else not otherwise listed below, refer the City of Thornton Building & Construction Standards. All products must conform to the City of Thornton Building & Construction Standards.
B. The contractor shall be responsible for delivering a complete and usable facility which will function per the design intent of the construction documents. The contractor shall verify all dimensions and coordinate scope of work with existing site conditions.
C. The contractor shall be responsible for delivering a complete and usable facility which will function per the design intent of the construction documents. The contractor shall verify all dimensions and coordinate scope of work with existing site conditions.
D. In the event of discrepancies, notify the City representative, Architect and/or Engineer and request clarification prior to proceeding with the work involved.
E. The contractor shall become thoroughly acquainted with contents of the scope of work documents issued by the City of Thornton, these specifications and the drawings. The scope of work documents, specifications, City of Thornton Building Design & Construction Standards (latest edition), and drawings are complementary, and portions of the work described in one shall be provided as if described in both.
F. In case of conflict between or within the various contract documents, the more stringent requirements (as determined by the Architect) shall govern, and the greater quantity and the higher quantity (as determined by the Architect) shall be furnished. This rule does not apply where a requirement is specifically modified or superseded by another and where additions to, deletions from, and other changes are specifically made, as in addenda, construction change directives, modifications change orders, and the like.
SECTION 01 0000 -GENERAL PROJECT INFORMATION
PART 1 GENERAL
1.1 PROJECT
A. Project Name: 02500285.001 - City of Thornton Justice Center Chiller Replacement B. Owner's Name: City of Thornton.
C. Architect's Name: Farnsworth Group, Inc.
D. The Project consists of the removal and replacement of the existing chiller located at the City of Thornton
Justice Center Building.
1.2 DESCRIPTION OF ALTERATIONS WORK
A. Schedule the Work to accommodate Owner occupancy.
B. Scope of alterations work is indicated on drawings.
1.3 OWNER OCCUPANCY
A. Owner intends to continue to occupy adjacent portions of the existing building during the entire construction period.
B. Cooperate with Owner to minimize conflict and to facilitate Owner's operations.
C. Schedule the Work to accommodate Owner occupancy.
1.4 CONTRACTOR USE OF SITE AND PREMISES
A. Construction Operations: As directed by the Owner.
B. Arrange use of site and premises to allow:
1. Owner Occupancy.
2. Work by others.
3. Work by owner.
4. Use of site by the public.
C. Provide access to and from site as required by law and by Owner:
1. Emergency Building Exits During Construction: Keep all exits required by code open during construction period;
provide temporary exit signs if exit routes are temporarily altered.
2. Do not obstruct roadways, sidewalks, or other public ways without permit.
a. Do not block public streets at any time.
D. Utility Otages and Sutdown:
1. Prevent accidental disruption of utility services to other facilities.
a. Contractor to complete Method of Procedure document for outage.
b. Outage must occur during off-season.
c. 7-day minimum advanced notice to Owner for outage.
E. Condition of Existing Building: Maintain portions of existing building affected by construction operations in a weather-resistant condition throughout construction period until Substantial Completion of new building. Repair damage caused by construction operations to maintain safe structure.
F. Protect existing site improvements and public access ways to remain. If pavements, curbs, , and other site improvements to remain are damaged or defaced during construction operations, repair and restore all to condition at start of construction or better.
G. Keep paved driveways on Owner’s property, full project site and public streets, alleys and walkways clear of earth and debris spillage from trucking and traffic involved in construction operations.
1.5 WORK RESTRICTIONS
A. Work Restrictions, General: Comply with restrictions on construction operations.
1. Comply with limitations on use of public streets and other requirements of authorities having jurisdiction.
a. Due to the location of the planned project, early coordination with the Owner's project manager shall be required for all construction activities.
2. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner unless permitted under the following conditions and then only after providing temporary utility services according to requirements indicated:
a. Notify Architect and Owner not less than two business days in advance of proposed utility interruptions.
b. Obtain Owner's written permission before proceeding with utility interruptions.
3. Noise, Vibration, Dust and Odors: Coordinate operations that may result in high levels of noise and vibration, odors, or other disruption to Owner.
a. Notify Architect and Owner not less than two days in advance of proposed disruptive operations.
b. Obtain Owner's Liaison’s written permission before proceeding with disruptive operations.
c. Comply with applicable noise control laws, ordinances, and regulations. Where field sound measurements exceed allowable limits cease operating such equipment and repair or replace it with equipment that complies with requirements.
d. Dust: Take precautions necessary to keep Work under this contract and adjoining properties free from dust. Perform dust control in compliance with authorities having jurisdiction. Follow procedures and protocol to prevent pollution of land, air, and water.
4. Nonsmoking Site and Building: Smoking or use of any tobacco is not permitted within the building or on the site.
5. Controlled Substances: Use controlled substances on the Project site are not permitted. Contractor is responsible for maintaining a drug-free work place.
B. Construction and storage trailers shall be located on the site and not on the public streets.
C. Parking and parking restrictions shall be coordinated with the Owner.
1.6. SPECIFICATION AND DRAWING CONVENTIONS
A. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations. These conventions are as follows:
1. Imperative mood and streamlined language are generally used in the Specifications. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase.
2. Specification requirements are to be performed by Contractor unless specifically stated otherwise.
B. Division 01 General Requirements: Requirements of Sections in Division 01 apply to the Work of all Sections in the
Specifications.
C. Drawing Coordination: Requirements for materials and products identified on the Drawings are described in detail in the Specifications. One or more of the following are used on the Drawings to identify materials and products:
1. Terminology: Materials and products are identified by the typical generic terms used in the individual
Specifications Sections.
2. Abbreviations: Materials and products are identified by abbreviations scheduled on Drawings.
3. Keynoting: Materials and products are identified by reference keynotes referencing Specification Section numbers found in this Project Manual.
END OF SECTION
SECTION 01 1000 -SUMMARY
PART 1 GENERAL
1.1 SECTION INCLUDES
A. Procedural requirements for proposed substitutions.
1.2 RELATED REQUIREMENTS
A. Section 01 3000 -Administrative Requirements: Submittal procedures, coordination.
B. Section 01 6000 -Product Requirements: Fundamental product requirements, product options, delivery, storage, and handling.
1.3 DEFINITIONS
A. Substitutions: Changes from Contract Documents requirements proposed by Contractor to materials, products, assemblies, and equipment.
1. Substitutions for Cause: Proposed due to changed Project circumstances beyond Contractor's control.
a. Unavailability.
b. Regulatory changes.
c. Equivalency as approved bt the Owner and Architect.
2. Substitutions for Convenience: Proposed due to possibility of offering substantial advantage to the Project.
a. Substitution requests offering advantages solely to the Contractor will not be considered.
PART 2 PRODUCTS -NOT USED
SECTION 01 2500 -SUBSTITUTION PROCEDURES
PART 3 EXECUTION
3.1 GENERAL REQUIREMENTS
A. A Substitution Request for products, assemblies, materials, and equipment constitutes a representation that the submitter:
1. Has investigated proposed product and determined that it meets or exceeds the quality level of the specified product, equipment, assembly, or system.
2. Agrees to provide the same warranty for the substitution as for the specified product.
3. Agrees to provide same or equivalent maintenance service and source of replacement parts, as applicable.
4. Agrees to coordinate installation and make changes to other work that may be required for the work to be complete, with no additional cost to Owner.
5. Waives claims for additional costs or time extension that may subsequently become apparent.
6. Agrees to reimburse Owner and Architect/Engineer for review or redesign services associated with re-approval by authorities.
B. Document each request with complete data substantiating compliance of proposed substitution with Contract
Documents. Burden of proof is on proposer.
1. Note explicitly any non-compliant characteristics.
C. Content: Include information necessary for tracking the status of each Substitution Request, and information necessary to provide an actionable response.
D. Limit each request to a single proposed substitution item.
1. Submit an electronic document, combining the request form with supporting data into single document.
3.2. SUBSTITUTION PROCEDURES DURING PROCUREMENT
A. Ownerwill consider requests for substitutions only if submitted at least 10days prior to the date for receipt of bids.
3.3. SUBSTITUTION PROCEDURES DURING CONSTRUCTION
A. Submit request for Substitution for Cause within 14 days of discovery of need for substitution, but not later than 14 days prior to time required for review and approval by Architect/Engineer, in order to stay on approved project schedule.
B. Submit request for Substitution for Convenience immediately upon discovery of its potential advantage to the project, but not later than 14 days prior to time required for review and approval by Architect/Engineer, in order to stay on approved project schedule.
1. In addition to meeting general documentation requirements, document how the requested substitution benefits the
Owner through cost savings, time savings, greater energy conservation, or in other specific ways.
2. Document means of coordinating of substitution item with other portions of the work, including work by affected subcontractors.
3. Bear the costs engendered by proposed substitution of:
a. Owner's compensation to the Architect/Engineer for any required redesign, time spent processing and evaluating the request.
b. Other construction by Owner.
c. Other unanticipated project considerations.
C. Substitutions will not be considered under one or more of the following circumstances:
1. When they are indicated or implied on shop drawing or product data submittals, without having received prior approval.
2. Without a separate written request.
3. When acceptance will require revisions to Contract Documents.
3.4. RESOLUTION
A. Architect/Engineer may request additional information and documentation prior to rendering a decision. Provide this data in an expeditious manner.
B. Architect/Engineer will notify Contractor in writing of decision to accept or reject request.
3.5. ACCEPTANCE
A. Accepted substitutions change the work of the Project. They will be documented and incorporated into work of the project by Change Order, Construction Change Directive, Architectural Supplementary Instructions, or similar instruments provided for in the Conditions of the Contract.
3.6. CLOSEOUT ACTIVITIES
A. See Section 01 7800 -Closeout Submittals, for closeout submittals.
B. Include completed Substitution Request Forms as part of the Project record. Include both approved and rejected
Requests.
END OF SECTION
SECTION 01 2500 -SUBSTITUTION PROCEDURES (CONTINUED)
PART 1 GENERAL
1.1. SECTION INCLUDES
A. General administrative requirements.
B. Electronic document submittal service.
C. Preconstruction meeting.
D. Construction progress schedule.
E. Progress photographs.
F. Submittals for review, information, and project closeout.
G. Number of copies of submittals.
H. Requests for Information (RFI) procedures.
I. Submittal procedures.
1.2. RELATED REQUIREMENTS
A. Section 01 6000 -Product Requirements: General product requirements.
B. Section 01 7000 -Execution and Closeout Requirements: Additional coordination requirements.
C. Section 01 7800 -Closeout Submittals: Project record documents; operation and maintenance data; warranties and bonds.
1.3. GENERAL ADMINISTRATIVE REQUIREMENTS
A. Comply with requirements of Section 01 7000 -Execution and Closeout Requirements for coordination of execution of administrative tasks with timing of construction activities.
B. Make the following types of submittals to Architect/Engineer and Owner's project manager:
1. Requests for Information (RFI).
2. Requests for substitution.
3. Shop drawings, product data, and samples.
4. Test and inspection reports.
5. Design data.
6. Manufacturer's instructions and field reports.
7. Progress schedules.
8. Coordination drawings.
9. Correction Punch List and Final Correction Punch List for Substantial Completion.
10. Closeout submittals.
PART 2 PRODUCTS -NOT USED
PART 3 EXECUTION
3.1. ELECTRONIC DOCUMENT SUBMITTAL SERVICE
A. All documents transmitted for purposes of administration of the contract are to be in electronic (PDF, MS Word, or
MS Excel) format, as appropriate to the document, and transmitted via an Internet-based submittal service that receives, logs and stores documents, provides electronic stamping and signatures, and notifies addressees via email.
1. Besides submittals for review, information, and closeout, this procedure applies to Requests for Information
(RFIs), progress documentation, contract modification documents (e.g. supplementary instructions, change proposals, change orders), applications for payment, field reports and meeting minutes, Contractor's correction punchlist, and any other document any participant wishes to make part of the project record.
2. Contractor and Architect/Engineer are required to use this service.
3. It is Contractor's responsibility to submit documents in allowable format.
4. Subcontractors, suppliers, and Architect/Engineer's consultants will be permitted to use the service at no extra charge.
5. Users of the service need an email address, internet access, and PDF review software that includes ability to mark up and apply electronic stamps (such as Adobe Acrobat, www.adobe.com, or Bluebeam PDF Revu, www.bluebeam.com), unless such software capability is provided by the service provider.
6. Paper document transmittals will not be reviewed; emailed electronic documents will not be reviewed.
7. All other specified submittal and document transmission procedures apply, except that electronic document requirements do not apply to samples or color selection charts.
B. Submittal Service: The selected service is:
1. Newforma ConstructEx: www.newforma.com/products/constructex/#sle.
C. Project Closeout: Architect/Engineer will determine when to terminate the service for the project and is responsible for obtaining archive copies of files for Owner.
3.2. PRECONSTRUCTION MEETING
A. Schedule meeting after Notice of Award.
B. Attendance Required:
1. Owner.
2. Architect/Engineer.
3. Contractor.
4. Others necessary as invited by the Owner, Architect/Engineer, and/or Contractor.
C. Agenda:
1. Submission of list of subcontractors, list of products, schedule of values, and progress schedule.
2. Designation of personnel representing the parties to Contract and Architect/Engineer.
3. Procedures and processing of field decisions, submittals, substitutions, applications for payments, proposal request, Change Orders, and Contract closeout procedures.
4. Scheduling.
5. Materials staging.
D. Record minutes and distribute copies within two days after meeting to participants, with two copies to Architect/Engineer, Owner, participants, and those affected by decisions made.
SECTION 01 3000 -ADMINISTRATIVE REQUIREMENTS (CONTINUED)
3.3. PROGRESS MEETINGS
A. Schedule and administer meetings throughout progress of the work at maximum Owner approvedintervals.
B. Make arrangements for meetings, prepare agenda with copies for participants, preside at meetings.
C. Attendance Required:
1. Contractor.
2. Owner.
3. Architect/Engineer.
4. Contractor's superintendent.
5. Major subcontractors.
D. Agenda:
1. Review minutes of previous meetings.
2. Review of work progress.
3. Field observations, problems, and decisions.
4. Identification of problems that impede, or will impede, planned progress.
5. Review of submittals schedule and status of submittals.
6. Review of RFIs log and status of responses.
7. Review of off-site fabrication and delivery schedules.
8. Maintenance of progress schedule.
9. Corrective measures to regain projected schedules.
10. Planned progress during succeeding work period.
11. Coordination of projected progress.
12. Maintenance of quality and work standards.
13. Effect of proposed changes on progress schedule and coordination.
14. Other business relating to work.
E. Record minutes and distribute copies within two days after meeting to participants, with two copies to Architect/Engineer, Owner, participants, and those affected by decisions made.
3.4. CONSTRUCTION PROGRESS SCHEDULE
A. Within 10days after date established in Notice to Proceed, submit preliminary scheduledefining planned operations for the first 60 days of work, with a general outline for remainder of work.
B. If preliminary schedule requires revision after review, submit revised schedule within 10 days.
C. Within 5 days after review of preliminary schedule, submit draft of proposed complete schedule for review.
D. Submit updated schedule with each Application for Payment.
3.5. PROGRESS PHOTOGRAPHS
A. Submit new photographs at least once a month, within 3 days after being taken.
B. Photography Type: Digital; electronic files.
C. Provide photographs of site and construction throughout progress of work produced by an experienced photographer, acceptable to Architect/Engineer.
D. Views:
1. Provide non-aerial photographs from four cardinal views at each specified time, until date of Substantial Completion.
2. Provide factual presentation.
3. Provide correct exposure and focus, high resolution and sharpness, maximum depth of field, and minimum distortion.
E. Digital Photographs: 24 bit color, minimum resolution of 1024 by 768, in JPG format; provide files unaltered by photo editing software.
1. Delivery Medium: Via email.
2. File Naming: Include project identification, date and time of view, and view identification.
3. PDF File: Assemble all photos into printable pages in PDF format, with 2 to 3 photos per page, each photo labeled with file name; one PDF file per submittal.
3.6. REQUESTS FOR INTERPRETATION (RFI)
A. Definition: A request seeking one of the following:
1. An interpretation, amplification, or clarification of some requirement of Contract Documents arising from inability to determine from them the exact material, process, or system to be installed; or when the elements of construction are required to occupy the same space (interference); or when an item of work is described differently at more than one place in Contract Documents.
2. A resolution to an issue which has arisen due to field conditions and affects design intent.
B. Whenever possible, request clarifications at the next appropriate project progress meeting, with response entered into meeting minutes, rendering unnecessary the issuance of a formal RFI.
C. Preparation: Prepare an RFI immediately upon discovery of a need for interpretation of Contract Documents. Failure to submit a RFI in a timely manner is not a legitimate cause for claiming additional costs or delays in execution of the work.
1. Prepare a separate RFI for each specific item.
a. Review, coordinate, and comment on requests originating with subcontractors and/or materials suppliers.
b. Do not forward requests which solely require internal coordination between subcontractors.
2. Prepare using software provided by the Electronic Document Submittal Service.
3. Combine RFI and its attachments into a single electronic file. PDF format is preferred.
D. Reason for the RFI: Prior to initiation of an RFI, carefully study all Contract Documents to confirm that information sufficient for their interpretation is definitely not included.
1. Include in each request Contractor's signature attesting to good faith effort to determine from Contract Documents information requiring interpretation.
2. Unacceptable Uses for RFIs: Do not use RFIs to request the following:
a. Approval of submittals (use procedures specified elsewhere in this section).
b. Approval of substitutions (see Section -01 6000 -Product Requirements)
c. Changes that entail change in Contract Time and Contract Sum (comply with provisions of the Conditions of the Contract).
3. Improper RFIs: Requests not prepared in compliance with requirements of this section, and/or missing key information required to render an actionable response. They will be returned without a response, with an explanatory notation.
4. Frivolous RFIs: Requests regarding information that is clearly indicated on, or reasonably inferable from, Contract Documents, with no additional input required to clarify the question. They will be returned without a response, with an explanatory notation.
a. The Owner reserves the right to assess the Contractor for the costs (on time-and-materials basis) incurred by the Architect/Engineer, and any of its consultants, due to processing of such RFIs.
E. Content: Include identifiers necessary for tracking the status of each RFI, and information necessary to provide an actionable response.
1. Official Project name and number, and any additional required identifiers established in Contract Documents.
2. Owner's, Architect/Engineer's, and Contractor's names.
3. Discrete and consecutive RFI number, and descriptive subject/title.
4. Issue date, and requested reply date.
5. Reference to particular Contract Document(s) requiring additional information/interpretation. Identify pertinent drawing and detail number and/or specification section number, title, and paragraph(s).
6. Annotations: Field dimensions and/or description of conditions which have engendered the request.
7. Contractor's suggested resolution: A written and/or a graphic solution, to scale, is required in cases where clarification of coordination issues is involved, for example; routing, clearances, and/or specific locations of work shown diagrammatically in Contract Documents. If applicable, state the likely impact of the suggested resolution on Contract Time or the Contract Sum.
F. Attachments: Include sketches, coordination drawings, descriptions, photos, submittals, and other information necessary to substantiate the reason for the request.
G. RFI Log: Prepare and maintain a tabular log of RFIs for the duration of the project.
1. Indicate current status of every RFI. Update log promptly and on a regular basis.
2. Note dates of when each request is made, and when a response is received.
3. Highlight items requiring priority or expedited response.
4. Highlight items for which a timely response has not been received to date.
5. Identify and include improper or frivolous RFIs.
H. Review Time: Architect/Engineer will respond and return RFIs to Contractor within seven calendar days of receipt. For the purpose of establishing the start of the mandated response period, RFIs received after 12:00 noon will be considered as having been received on the following regular working day.
1. Response period may be shortened or lengthened for specific items, subject to mutual agreement, and recorded in a timely manner in progress meeting minutes.
I. Responses: Content of answered RFIs will not constitute in any manner a directive or authorization to perform extra work or delay the project. If in Contractor's belief it is likely to lead to a change to Contract Sum or Contract Time, promptly issue a notice to this effect, and follow up with an appropriate Change Order request to Owner.
1. Response may include a request for additional information, in which case the original RFI will be deemed as having been answered, and an amended one is to be issued forthwith. Identify the amended RFI with an R suffix to the original number.
2. Do not extend applicability of a response to specific item to encompass other similar conditions, unless specifically so noted in the response.
3. Upon receipt of a response, promptly review and distribute it to all affected parties, and update the RFI Log.
4. Notify Architect/Engineer within seven calendar days if an additional or corrected response is required by submitting an amended version of the original RFI, identified as specified above.
3.7. SUBMITTAL SCHEDULE
A. Submit to Architect/Engineer for review a schedule for submittals in tabular format.
1. Coordinate with Contractor's construction schedule and schedule of values.
2. Format schedule to allow tracking of status of submittals throughout duration of construction.
3. Arrange information to include scheduled date for initial submittal, specification number and title, submittal category (for review or for information), description of item of work covered, and role and name of subcontractor.
4. Account for time required for preparation, review, manufacturing, fabrication and delivery when establishing submittal delivery and review deadline dates.
a. For assemblies, equipment, systems comprised of multiple components and/or requiring detailed coordination with other work, allow for additional time to make corrections or revisions to initial submittals, and time for their review.
SECTION 01 3000 -ADMINISTRATIVE REQUIREMENTS
3.8. SUBMITTALS FOR REVIEW
A. When the following are specified in individual sections, submit them for review:
1. Product data.
2. Design data.
3. Shop drawings.
4. Samples for selection.
5. Samples for verification.
B. Submit to Architect/Engineer for review for the limited purpose of checking for compliance with information given and the design concept expressed in Contract Documents.
C. Samples will be reviewed for aesthetic, color, or finish selection.After review, provide copies and distribute in accordance with SUBMITTAL PROCEDURES article below and for record documents purposes described in Section 01 7800 -Closeout Submittals.
3.9. SUBMITTALS FOR INFORMATION
A. When the following are specified in individual sections, submit them for information:
1. Design data.
2. Certificates.
3. Test reports.
4. Inspection reports.
5. Manufacturer's instructions.
6. Manufacturer's field reports.
7. Other types indicated.
B. Submit for Architect/Engineer's knowledge as contract administrator or for Owner.
3.10.SUBMITTALS FOR PROJECT CLOSEOUT
A. Submit Correction Punch List for Substantial Completion.
B. Submit Final Correction Punch List for Substantial Completion.
C. When the following are specified in individual sections, submit them at project closeout in compliance with requirements of Section 01 7800 -Closeout Submittals:
1. Project record documents.
2. Operation and maintenance data.
3. Warranties.
4. Bonds.
5. Other types as indicated.
D. Submit for Owner's benefit during and after project completion.
3.11.NUMBER OF COPIES OF SUBMITTALS
A. Electronic Documents: Submit one electronic copy in PDF format; an electronically-marked up file will be returned. Create PDFs at native size and right-side up; illegible files will be rejected.
B. Samples: Submit the number specified in individual specification sections; one of which will be retained by
Architect/Engineer.
1. After review, produce duplicates.
2. Retained samples will not be returned to Contractor unless specifically so stated.
3.12.SUBMITTAL PROCEDURES
A. General Requirements:
1. Use a separate transmittal for each item.
2. Transmit using approved form.
a. Use form generated by Electronic Document Submittal Service software.
3. Sequentially identify each item. For revised submittals use original number and a sequential numerical suffix.
4. Identify: Project; Contractor; subcontractor or supplier; pertinent drawing and detail number; and specification section number and article/paragraph, as appropriate on each copy.
5. Apply Contractor's stamp, signed or initialed certifying that review, approval, verification of products required, field dimensions, adjacent construction work, and coordination of information is in accordance with the requirements of the work and Contract Documents.
a. Submittals from sources other than the Contractor, or without Contractor's stamp will not be acknowledged, reviewed, or returned.
6. Schedule submittals to expedite the Project, and coordinate submission of related items.
a. For each submittal for review, allow 15 days excluding delivery time to and from the Contractor.
b. For sequential reviews involving Architect/Engineer's consultants, Owner, or another affected party, allow an additional 7 days.
7. Identify variations from Contract Documents and product or system limitations that may be detrimental to successful performance of the completed work.
8. Provide space for Contractor and Architect/Engineer review stamps.
9. When revised for resubmission, identify all changes made since previous submission.
10. Distribute reviewed submittals. Instruct parties to promptly report inability to comply with requirements.
11. Incomplete submittals will not be reviewed, unless they are partial submittals for distinct portion(s) of the work, and have received prior approval for their use.
12. Submittals not requested will be recognized, and will be returned "Not Reviewed", B. Product Data Procedures:
1. Submit only information required by individual specification sections.
2. Collect required information into a single submittal.
3. Do not submit (Material) Safety Data Sheets for materials or products.
C. Shop Drawing Procedures:
1. Prepare accurate, drawn-to-scale, original shop drawing documentation by interpreting Contract Documents and coordinating related work.
2. Do not reproduce Contract Documents to create shop drawings.
3. Generic, non-project-specific information submitted as shop drawings do not meet the requirements for shop drawings.
3.13.SUBMITTAL REVIEW
A. Submittals for Review: Architect/Engineer will review each submittal, and approve, or take other appropriate action.
B. Submittals for Information: Architect/Engineer will acknowledge receipt and review. See below for actions to be taken.
C. Architect/Engineer's actions will be reflected by marking each returned submittal using virtual stamp on electronic submittals.
1. Notations may be made directly on submitted items and/or listed on appended Submittal Review cover sheet.
D. Architect/Engineer's and consultants' actions on items submitted for review:
1. Authorizing purchasing, fabrication, delivery, and installation:
a. "No Exceptions or No Exceptions Taken ", or language with same legal meaning.
b. "Furnish as Corrected", or language with same legal meaning.
1)At Contractor's option, submit corrected item, with review notations acknowledged and incorporated.
2)If specifically noted or requested on the submittal review, resubmit corrected itemwith review notations acknowledged and incorporated. Resubmit separately, or as part of project record documents.
2. Not Authorizing fabrication, delivery, and installation:
a. "Revise and Resubmit or Exceptions Noted".
1)Resubmit revised item, with review notations acknowledged and incorporated.
2)Non-responsive resubmittals may be rejected.
b. "Not Accepted or Rejected".
1)Submit item complying with requirements of Contract Documents.
E. Architect/Engineer's and consultants' actions on items submitted for information:
1. Items for which no action was taken:
a. "Not Reviewed or Received" -to notify the Contractor that the submittal has been received for record only.
END OF SECTION.
SECTION 01 3000 -ADMINISTRATIVE REQUIREMENTS (CONTINUED)
PART 1 GENERAL
1.1. SECTION INCLUDES
A. Submittals.
B. Quality assurance.
C. Contractor's design-related professional design services.
D. Control of installation.
E. Tolerances.
F. Manufacturers' field services.
G. Defect Assessment.
1.2. RELATED REQUIREMENTS
A. Document 00 7200 -General Conditions: Inspections and approvals required by public authorities.
B. Section 01 3000 -Administrative Requirements: Submittal procedures.
C. Section 01 6000 -Product Requirements: Requirements for material and product quality.
1.3. DEFINITIONS
A. Contractor's Quality Control Plan: Contractor's management plan for executing the Contract for Construction.
B. Contractor's Professional Design Services: Design of some aspect or portion of the project by party other than the design professional of record. Provide these services as part of the Contract for Construction.
1. Design Services Types Required:
a. Construction-Related: Services Contractor needs to provide in order to carry out the Contractor’s sole responsibilities for construction means, methods, techniques, sequences, and procedures.
b. Design-Related: Design services explicitly required to be performed by another design professional due to highly-technical and/or specialized nature of a portion of the project. Services primarily involve engineering analysis, calculations, and design, and are not intended to alter the aesthetic aspects of the design.
C. Design Data: Design-related, signed and sealed drawings, calculations, specifications, certifications, shop drawings and other submittals provided by Contractor, and prepared directly by, or under direct supervision of, appropriately licensed design professional.
1.4. CONTRACTOR'S DESIGN-RELATED PROFESSIONAL DESIGN SERVICES
A. Coordination: Contractor's professional design services are subject to requirements of project's Conditions for
Construction Contract.
B. Base design on performance and/or design criteria indicated in individual specification sections.
C. Scope of Contractor's Professional Design Services: Provide for the following items of work:
1. Structural Evaluation and Design of modifications for existing roof curb to accomodate new chiller.
2. Mechanical Evaluation of existing chiller and selection of proposed replacement chiller.
SECTION 01 4000 -QUALITY REQUIREMENTS
07/15/202507/15/2025
DRAWN:
SHEET TITLE:
SHEET NUMBER:
FIELD BOOK NO.:
SPECIFICATIONS
M0.3
LV
LV
BZ
PROJECT:
DATE:
PROJECT NO.:
CITY OF THORNTON
JUSTICE CENTER
CHILLER
REPLACEMENT
9551 CIVIC CENTER DR,
THORNTON, CO 80229
07/11/2025
02500285.001
DESCRIPTION:DATE:#
ISSUE:
NOT FOR CONSTRUCTION
PERMIT SET
GROUP
www.f-w.com Engineers | Architects | Surveyors | Scientists
5613 DTC PARKWAY, SUITE 1100
GREENWOOD VILLAGE, COLORADO 80111
(303) 692-8838 / info@f-w.com
1.5. SUBMITTALS
A. See Section 01 3000 -Administrative Requirements, for submittal procedures.
B. Designer's Qualification Statement: Submit for Architect/Engineer's knowledge as contract administrator, or for
Owner's information.
1. Include information for each individual professional responsible for producing, or supervising production of, design-related professional services provided by Contractor.
a. Full name.
b. Professional licensure information.
c. Statement addressing extent and depth of experience specifically relevant to design of items assigned to
Contractor.
C. Design Data: Submit for Architect/Engineer's knowledge as contract administrator for the limited purpose of assessing compliance with information given and the design concept expressed in the Contract Documents, or for Owner's information.
1. Include calculations that have been used to demonstrate compliance to performance and regulatory criteria provided, and to determine design solutions.
2. Include required product data and shop drawings.
3. Include a statement or certification attesting that design data complies with criteria indicated, such as building codes, loads, functional, and similar engineering requirements.
4. Include signature and seal of design professional responsible for allocated design services on calculations and drawings.
D. Test Reports: After each test/inspection, promptly submit two copies of report to Architect/Engineer and to
Contractor.
1. Test report submittals are for Architect/Engineer's knowledge as contract administrator for the limited purpose of assessing compliance with information given and the design concept expressed in the Contract Documents, or for Owner's information.
E. Certificates: When specified in individual specification sections, submit certification by the manufacturer and Contractor or installation/application subcontractor to Architect/Engineer, in quantities specified for Product Data.
1. Indicate material or product complies with or exceeds specified requirements. Submit supporting reference data, affidavits, and certifications as appropriate.
F. Manufacturer's Instructions: When specified in individual specification sections, submit printed instructions for delivery, storage, assembly, installation, start-up, adjusting, and finishing, for the Owner's information.
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