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Addendum #1/ADD 1_Duffield 330 Lab Reno_10-6-2020.pdf
CORNELL UNIVERSITY DUFFIELD HALL FACILITIES CONTRACTS 330 LAB RENOVATIONS 121 HUMPHREYS SERVICE BUILDING ITHACA, NEW YORK 14853-3701 ADDENDUM NO. 1 October 6, 2020 This Addendum
contains changes to the requirements of the Contract Documents and Specifications. Such changes are to be incorporated into the Construction Documents and shall apply to the work with
the same meaning and force as if they had been included in the original document. Wherever this Addendum modifies a portion of a paragraph of the specifications or a portion of any
Drawing, the remainder of the Paragraph or Drawing shall remain in force. NOTE: Provisions of all Contract Documents apply. Item 1. ADD Section 01 21 00 – Allowances, attached.
Item 2. ADD Section 01 23 00 – Alternates, attached. Item 3. Drawing A-101 ADD the following clarification to the end of Keyed Renovation Notes 5, 7, 10, 15, and 16: “Wood species
to be maple. Door veneers to be Plain Sliced.” Item 4. Drawing A-101 DELETE Keyed Renovation Notes 17, 18, and 19 to remove scope from this project. The College of Engineering will
purchase lab chairs/stools directly. Item 5. Drawing A-101, Keyed Renovation Note 20 DELETE in its entirety. REPLACE with: 20. In work area, inspect existing partitions up to
deck, and floor penetrations to the floor below (second floor) and above (penthouse). Patch any larger openings with 5/8” gypsum drywall Type X, and use appropriate fire stopping material
to fill any other open penetrations to confirm fire rating as indicated on code compliance plan A-001. Item 6. Drawing A-101, Door / Hardware Schedule ADD the following width to door
330-1: 3’-0” (active leaf) + 2’-0” Duffield Hall 330 Lab Renovations Addendum No. 1 October 6, 2020 Page 2 Item 7. Drawing P-001, Plumbing Piping Schedule and Specifications
“Lab Waste and Vent” • DELETE Fittings information “ASTM A162 316L Stainless Steel” REPLACE with “ASTM D4101 POLYPROPYLENE” • DELETE Joint information “Compression” REPLACE with
“Mechanical” Item 8. Drawing M-001, Mechanical General Notes ADD 8. Coordinate closely with the building manager and arrange for necessary system shut downs associated with connection
to building central systems. Particularly, the central general exhaust system, exhaust fans EX-5 and EX-6. Item 9. DELETE drawing M-101 in its entirety. REPLACE with drawing M-101R1,
attached. Item 10. DELETE drawing M-501 in its entirety. REPLACE with drawing M-501R1, attached. Item 11. DELETE drawing E-101 in its entirety. REPLACE with drawing E-101R1, attached.
Item 12. RFI Questions and Clarifications See attached RFI Log (Items 1-2) Attachments: Section 01 21 00 Allowances Section 01 23 00 Alternates M-101R1 - Partial Third And Fourth
Floor Mechanical Plans M-501R1 - Schedules And Details E-101R1 - Power, Data, Lighting, And Fire Alarm Partial Third Floor Plan RFI Log (Items 1-2) ****END OF ADDENDUM**** CORNELL
UNIVERSITY SECTION 01 21 00 Ithaca, New York ALLOWANCES ADDENDUM NO. 1 ALLOWANCES 01 21 00-1 October 6, 2020 SECTION 01 21 00 ALLOWANCES 1.0 GENERAL 1.1 RELATED DOCUMENTS A. This
Section describes Allowances to be carried in the Base Bid by the Contractor. B. Drawings and general provisions of the Contract, including General Conditions and other Division 01
Specification Sections, apply to this Section. C. The Specification Section containing the pertinent requirements of materials and methods to achieve the Work described herein. Selected
materials and equipment are specified in the Contract Documents by allowances. 1.2 SUMMARY A. Definition: An allowance is an amount determined by the Owner or calculated by the Contractor
based on given quantities and stated on the Bid Proposal Submission Form. B. Certain items are specified in the Contract Documents by allowances. Allowances have been established
in lieu of additional requirements and to defer selection of actual materials and equipment to a later date when direction will be provided to the Contractor. Items covered by these
allowances shall be supplied for such amounts and by such persons as the Owner may direct. All uses of the allowances will require the prior written approval of the Owner via a Field
Change Authorization. C. Types of Allowances may include: 1. Lump Sum Allowance 2. Unit Price Allowance 1.3 SELECTION AND PURCHASE A. At the earliest practical date after award of
the Contract, advise the Architect of the date when final selection and purchase of each product or system described by an allowance must be completed to avoid delaying the Work. The
Contractor shall provide the Owner fourteen (14) calendar days minimum notification of date. B. At the Owner’s request, the Contractor shall obtain proposals for each allowance for
use in making final selections. The Contractor shall include recommendations that are relevant to performing the work. C. The Contractor shall purchase products and systems selected
by the Architect and Owner from the designated supplier. CORNELL UNIVERSITY SECTION 01 21 00 Ithaca, New York ALLOWANCES ADDENDUM NO. 1 ALLOWANCES 01 21 00-2 October 6, 2020 1.4
SUBMITTALS A. Submit proposals for purchase of products or systems included in allowances, in the form specified for Change Orders. B. Submit invoices or delivery slips to show actual
quantities of materials delivered to the site for use in fulfillment of each allowance. C. Submit time sheets and other documentation to show labor hours and cost for installation of
allowance items that include installation as part of the allowance. D. Coordinate and process submittals for allowance items in the same manner as for other portions of the work. 1.5
COORDINATION A. Coordinate related Work and modify or adjust adjacent Work as necessary to ensure that Work affected by each accepted allowance is complete and fully integrated into
the Project. B. The Contractor shall include the dollar value of each scheduled allowance number as a separate line item in the Schedule of Values and identify each allowance with Section
number 01 21 00. C. The Owner shall provide the Contractor with a Field Change Authorization prior to proceeding with the Work of an allowance. 1.6 LUMP SUM AND UNIT PRICE ALLOWANCES
A. Allowances shall include cost to the Contractor of specific products and materials ordered by the Owner or selected by the Architect under allowance and shall include applicable
taxes, freight, and delivery to the Project site. B. Included as part of each allowance are miscellaneous devices, accessory objects or similar items incidental to or required for a
complete installation whether or not mentioned as part of the allowance. C. Unless otherwise indicated, Contractor’s cost for receiving and handling at Project site, labor, installation,
overhead and profit, and similar costs related to products and materials ordered by the Owner or selected by the Architect under allowance shall be included as part of the Contract
Sum and not part of the allowance. D. Unused Materials: Return unused materials purchased under an allowance to the manufacturer or supplier for credit to the Owner, after installation
has been completed and accepted. 1. If requested by the Owner, retain and prepare unused materials for storage by the Owner. Deliver unused material to Owner’s storage space as directed.
CORNELL UNIVERSITY SECTION 01 21 00 Ithaca, New York ALLOWANCES ADDENDUM NO. 1 ALLOWANCES 01 21 00-3 October 6, 2020 1.7 ADJUSTMENT OF ALLOWANCES A. Allowance Adjustment: To adjust
allowance amounts and scope of work, prepare a Change Order proposal based on the difference between purchase amount and the allowance, multiplied by final measurement of work-in-place
where applicable. If applicable, include reasonable allowances for cutting losses, tolerances, mixing wastes, normal product imperfections, and similar margins. 1. Include installation
costs in purchase amount only where indicated as part of the allowance. 2. Prepare explanation and documentation to substantiate distribution of overhead costs and other margins claimed.
3. Submit substantiation of a change in scope of work, if any, claimed in Change Order related to unit-cost allowance. 4. Owner reserves the right to establish the quantity of work-in-place
by independent quantity survey, measure, or count. B. Submit claims for increased costs because of a change in scope or nature of the allowance described in the Contract Documents,
whether for the purchase order amount or Contractor’s handling, labor, installation, or overhead and profit. Submit claims in accordance with General Conditions – Changes in Work within
twenty-one (21) days of receipt of Field Change Authorization authorizing work to proceed. The Owner will reject claims submitted later than twenty-one (21) days after such authorization.
1. Do not include Contractor’s or subcontractor’s indirect expenses in the Change Order cost amount unless it is clearly shown that the nature or extent of work has changed from what
could have been foreseen from information in the Contract Documents. 2. No change to Contractor’s indirect expenses is permitted for selection of higher or lower priced materials or
systems of the same scope and nature as originally indicated. 2.0 PRODUCTS – NOT USED 3.0 EXECUTION 3.1 EXAMINATION A. Examine products covered by an allowance promptly on delivery
for damage or defects. Return damaged or defective products to manufacturer for replacement. CORNELL UNIVERSITY SECTION 01 21 00 Ithaca, New York ALLOWANCES ADDENDUM NO. 1 ALLOWANCES
01 21 00-4 October 6, 2020 3.2 PREPARATION A. Coordinate materials and their installation for each allowance with related materials and installations to ensure that each allowance
item is completely integrated and interfaced with related work. 3.3 SCHEDULE OF ALLOWANCES A. Allowance No. 1: Lump Sum Allowance: Include the sum of $3,000.00 to cover the work identified
in keyed renovation note 20 on drawing A-101. ***END OF SECTION 01 21 00** CORNELL UNIVERSITY SECTION 01 23 00 Ithaca, New York ALTERNATES ADDENDUM NO. 1 ALTERNATES 01 23 00-1 October
6, 2020 SECTION 01 23 00 ALTERNATES 1.0 GENERAL 1.1 RELATED DOCUMENTS A. This Section describes the changes to be made under each Alternative. B. The Specification Section containing
the pertinent requirements of materials and methods to achieve the Work described herein. 1.2 DESCRIPTION OF REQUIREMENTS A. Definition: An alternate is an amount proposed by Bidders
and stated on the Bid Proposal Submission Form and in the eBuilder Bid Module for certain items that may be added to or deducted from the Base Bid amount if the Owner decides to accept
a corresponding change in either the amount of construction to be completed, or in the product, materials, equipment, systems or installation methods described in the Contract Documents.
Alternates shall include all overhead, profit and other expenses, including bond costs, in connection therewith. B. Coordination: Coordinate related Work and modify or adjust adjacent
Work as necessary to ensure that Work affected by each accepted alternate is complete and fully integrated into the Project. C. Notification: Immediately following Contract award,
prepare and distribute to each party involved, notification of the status of each alternate. Indicate whether alternates have been accepted, rejected or deferred for consideration
at a later date. Include a complete description of negotiated modifications to alternates. D. Schedule: A "Schedule of Alternates" is included at the end of this Section. Include
as part of each alternate, miscellaneous devices, accessory objects or similar items incidental to or required for a complete installation whether or not mentioned as part of the alternate.
2.0 PRODUCTS – NOT USED 3.0 EXECUTION 3.1 SCHEDULE OF ALTERNATES A. ALTERNATE NO. 1 Deduct Alternate: Remove the scope associated with the door and frame replacement of Door 330-1 and
leave the associated existing conditions as they currently are. ***END OF SECTION 01 23 00*** 1 1 1 2 2 2 2 2 24x8 EA 48x18 EA 42x18 12x12 SA DUCT MAIN ABOVE CORRIDOR CEILING (E) EA
DUCT MAIN IN UTILITY CORRIDOR (E) EG-330 (E) SD1-330 (E) SD2-330 (E) SD3-330 (E) SD4-330 (E) 3 VAV-53 (D) VAV-54 (D) ROOM TS (E) 2 1" HWS 1" HWR 330 4 4 4 4 5 5 EAV (E) 4 6 6 4 EAV-330-1
4' ADA FUME HOOD EAV-330-2 24x8 EA(E) 48x18 EA(E) 1344 CFM 1130 CFM 1 130 CFM 2 4 150 CFM 6ø EA 6ø EA 8ø EA 12ø EA 6495 CFM 16x12 EA EAV-330-3 7 42x18 SAV-330-1 RHC-330 8 9 14 9 E8
LASER CUTTER E4 VACUUM PUMP 2 E3 VACUUM PUMP 1 E11 ELECTROSPINNING STATION E12 3D PRINTER E9 MILL 350 CFM 8ø 10x6 8ø 8ø 10 11 EAV-330-4 9 VD VD 12 13 328 CFM 13 328 CFM 13 328 CFM 5
136 CFM SD5-330 SD1-330 (E) SD2-330 (E) SD3-330 (E) SD4-330 (E) 15 329 CFM 16 10ø 8ø VD VD VD 18x14 10 12 3 M-101R1 6ø EA VD 10ø 6ø 26 ROOM TS (E) 3 1" HWS 1" HWR 2 M-501R1 MANUAL VENTILATION
SHUTOFF SWITCH 27 16ø 8ø 28 200 CFM VD VD 24x8 29 30100 CFM 10ø 6ø 6ø VD 37 34 20x16 EA 35 24X16 SA (E) 32 10 35 35 FUME HOOD (E) 12ø EA 31 32 12ø EA(E) 31 6" VAC EXHAUST (E) 6" VAC
EXHAUST (E) 33 18x14 36 35 EAV (E) 8ø 36 35 FD-1 FD-2 FD-3 FD-4 FSD-1 FSD-2 2" VAC 2" VAC 10ø 2 38 38 38 4 6 M-501R1 4 VD 10ø EA 3RD FLOOR 34' - 0" PENTHOUSE LEVEL 50' - 0" 3RD FLOOR
34' - 0" VAC N2 CA 17 ADA FUME HOOD 18 19 20 21 22 23 25 24 1 1/2" LV 1/2" DCW 1 1/4" RODI 1 1/4" RODI 1/2" CA 1/2" N2 3/4" VAC 10ø 8ø 1-1/2" LW 4" LW (E) DCW RODI COORDINATION NOTE:
HOOD (PROVIDED BY OTHERS) TO BE PROVIDED WITH INTERNAL PLUMBING, VALVES, AND FIXTURES FROM THE FACTORY MEETING SPECIFICATIONS AS OUTLINED ON THE PLUMBING PLANS. INTERNAL PLUMBING TO
INCLUDE THE FOLLOWING: -VAC -N2 WITH HOOD MOUNTED REGULATOR ASSEMBLY -CA WITH HOOD MOUNTED REGULATOR ASSEMBLY -DCW WITH VACUUM BREAKER AND GOOSENECK TO CUPSINK -RODI WITH VACUUM BREAKER
AND GOOSENECK TO CUPSINK 28 37 10ø EA90x48 EA EX-5 EX-6 EXHAUST DISCHARGE STACK (E) EXHAUST PLENUM (E) MECHANICAL ROOM 40060 C O R N E L L U N I V E R S I T Y F O U N D E D 5 6 8 1
A D FACILITIES ENGINEERING ARCHIVE BAR CODE ARCH/STRUCT: CIVIL/ENV: ELECTRICAL: MECHANICAL: DATE: FACILITY: DESIGN: DRAWN: WWW.FCS.CORNELL.EDU IT IS A VIOLATION OF NEW YORK STATE LAW
FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER
SHALL AFFIX TO SUCH DOCUMENT THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. WARNING
REVISIONS ARCHITECTURAL, STRUCTURAL, CIVIL, ENVIRONMENTAL, MECHANICAL, AND ELECTRICAL ENGINEERING 201 HUMPHREYS SERVICE BLDG ITHACA, NEW YORK 14853-3701 343 CAMPUS ROAD ITHACA, NEW
YORK 14850 DUFFIELD HALL 330 LAB RENOVATIONS M-101R1 12672500 PARTIAL THIRD AND FOURTH FLOOR MECHANICAL PLANS E. LEPORE TRF 2000 SEPTEMBER 4, 2020 # 0' 2' 4' 8' SCALE: 1/4"=1'-0" M-101R1
KEYED DEMOLITION NOTES 1 DISCONNECT AND REMOVE EXISTING GENERAL EXHAUST AIR VALVE AND ASSOCIATED ACCESSORIES. REMOVE PORTION OF EXHAUST DUCTWORK TO PREPARE FOR RECONNECTION. 2 REMOVE
EXISTING SUPPLY AIR VALVE, REHEAT COIL PIPING, REHEAT COIL CONTROL VALVE, ASSOCIATED ACCESSORIES, AND PORTION OF SUPPLY AIR DUCTWORK AS REQUIRED FOR THE RENOVATIONS. 3 DISCONNECT AND
RETAIN EXISTING SUPPLY AIR DIFFUSER. HOLD ON SITE FOR REINSTALLATION. 4 DISCONNECT AND REMOVE PORTION OF EXISTING SUPPLY AIR DUCT SERVING UTILITY CORRIDOR AS REQUIRED TO PREP FOR FIRE
DAMPER INSTALLATION. RETAIN EXISTING SUPPLY AIR GRILLE FOR REINSTALLATION. 5 DISCONNECT AND REMOVE EXISTING EXHAUST AIR DUCT ATTENUATOR 6 DISCONNECT AND REMOVE PORTION OF EXISTING EXHAUST
AIR DUCT AS REQUIRED TO INSTALL FIRE DAMPER IN WALL. # M-101R1 KEYED RENOVATION NOTES 1 PROCESS EXHAUST DROP DOWN TO EXHAUST ENCLOSURE. PROVIDE BLAST GATE DAMPER AND BALANCE TO AIRFLOW
SPECIFIED. ENCLOSURE PROVIDED BY OTHERS. 2 DROP 2" 304 STAINLESS STEEL VACUUM PUMP EXHAUST PIPE DOWN TO VACUUM PUMP. REFER TO DETAIL 6/M-501R1. 3 CONNECT TO EXISTING REHEAT HOT WATER
PIPING AND EXTEND 3/4" HOT WATER SUPPLY AND HOT WATER RETURN TO REHEAT COIL. PROVIDE PIPING PER DETAIL AND BALANCE FLOW PER SCHEDULE. 4 6" EXHAUST DUCT DROP TO SNORKEL ARM WITH 14"
SNORKEL HOOD. BASIS OF DESIGN - MONOXIVENT MODEL MNX-CDH-100. SERVES 3D PRINTER AND FINISHING STATION. PROVIDE WITH BLAST GATE DAMPER. REFER TO DETAIL 2/M-501. 5 SOLDERING IRON. LOCATION
SHOWN FOR TEMPORARY STORAGE. WHEN IN USE, SOLDERING PROCESS TO BE PERFORMED INSIDE ONE OF THE EXHAUSTED ENCLOSURES OR THE FUME HOOD. 6 10" DIA EXHAUST DROP DOWN TO ADA FUME HOOD. PROVIDE
BLAST GATE DAMPER. CONNECT TO HOOD WITH FLEXIBLE METAL DUCT. REFER TO DETAIL 3/M-101. FUME HOOD PROVIDED BY OTHERS 7 PROVIDE 8"DIA RIGID METAL DUCT ALONG WALL DOWN TO LASER. PROVIDE
FLEX DUCT CONNECTION AT LASER. 3 FOOT MAX LENGTH OF FLEX. 8 PROVIDE SUPPLY AIR VALVE AND REHEAT COIL. CONNECT DIGITAL CONTROL TO BMS. 9 PROVIDE EXHAUST AIR VALVE. CONNECT DIGITAL CONTROL
TO BMS. 10 PROVIDE 1-1/2 HR STATIC RATED FIRE DAMPER, TYPE B, AT RATED WALL PENETRATION. PROVIDE RETAINING ANGLE AND INSTALL PER UL LISTED INSTALLATION INSTRUCTIONS. 11 FUME FILTER/FAN
COMBINATION - FUMEX MODEL FA5. FUME FILTER/FAN BY OTHERS. MECHANICAL CONTRACTOR TO PROVIDE DUCT AND CONTROL CONNECTIONS. PROVIDE FLEX DUCT CONNECTIONS AT THE FUME FILTER/FAN 3' MAX
LENGTH FLEX ON INLET AND OUTLET. POWER BY ELECTRICAL CONTRACTOR. 12 EXHAUSTED ENCLOSURE PROVIDED BY OWNER. PROVIDE GLYCOL SMOKE TEST. AFTER APPROVED TESTING AND BALANCING OF THE PROCESS
EXHAUST, CONTACT EHS, MECHANICAL ENGINEER, BALANCER AND CONTROLS CONTRACTOR WITH TWO WEEKS NOTICE TO SCHEDULE A GLYCOL SMOKE TEST OF THE EXHAUSTED ENCLOSURE TO VERIFY THE CAPTURE VELOCITY.
PROVIDE VIDEO DOCUMENTING OF GLYCOL SMOKE TEST. UNSATISFACTORY TESTING WILL REQUIRE REBALANCING OF THE ENCLOSURE AT THE TIME OF TESTING. INCREASE EXHAUST AIRFLOW AND CAPTURE VELOCITY
AS NECESSAR FOR A SATISFACTORY TEST. SIGN-OFF BY EHS AND ENGINEER IS REQUIRED AT THE CONCLUSION OF THIS TEST. 13 REBALANCE EXISTING CEILING SUPPLY DIFFUSER TO 328 CFM. 14 PROVIDE NEW
FUME HOOD EXHAUST AIR VALVE AND CONNECT TO EXISTING BUILDING AUTOMATION AND CONTROL SYSTEM. PROVIDE FUME HOOD CONTROLLER AND SASH POSITION SENSORS. 15 REINSTALL EXISTING CEILING SUPPLY
DIFFUSER. PROVIDE WITH MANUAL BALANCING DAMPER AND BALANCE TO AIRFLOW SHOWN. 16 TRANSITION TO RECTANGULAR NECK DIFFUSER. MODULAR CORE, 2-WAY DIFFUSER. ADJUST CORE FOR AIR PATTERN SHOWN.
17 REFER TO ARCHITECTURAL DRAWINGS FOR ADA ACCESSIBLE FUME HOOD AND ADJUSTABLE BASE. 18 FUME HOOD WORK SURFACE SHALL BE 36-INCHES ABOVE FINISH FLOOR FOR NON-ADA HEIGHT AND 30-INCHES
ABOVE FINISH FLOOR FOR ADA HEIGHT. 19 PROVIDE 1-1/2" DRUM TRAP. PROVIDE SUFFICIENT PIPE ON INLET TO ALLOW 6" OF WORKSURFACE ADJUSMENT. 20 PROVIDE 1-1/4" DRAIN FROM CUP SINK. PROVIDE
SUFFICIENT TAILPIECEON OUTLET TO ALLOW FOR 6" OF WORK SURFACE ADJUSTMENT. DRAIN IS TO BE SLEEVED WITHIN THE 1-1/2" INLET PIPE PROVIDED ON THE DRUM TRAP. 21 CONNECT 1-1/2" DRAIN TO LAB
WASTE PIPING ABOVE SECOND FLOOR CEILING. CORE DRILL OPENING THROUGH THIRD FLOOR SLAB AS REQUIRED TO ROUTE PIPING TO SECOND FLOOR. PROVIDE 2-HR RATED PENETRATION SYSTEM. FIELD VERIFY
PENETRATION LOCATION AND COORDINATE WITH EXISTING STRUCTURE/UTILITES. CUP SINK AND HOOD BY OTHERS. 22 PROVIDE 1-1/4" VENT SERVING CUP SINK DRAIN. ROUTE PIPING ALONG WALL ADJACENT TO
FUME HOOD AND CONNECT TO EXISTING 2" LAB VENT PIPING ABOVE CEILING. 23 COORDINATE INSTALLATION OF DUCT WITH SUSPENDED LAY-IN ACOUSTICAL CEILING SYSTEM. PROVIDE OPENING THROUGH TILE/GRID
SUFFICIENT FOR THE ROUNE ROUND DUCTWORK PENETRATION. 24 FLEXIBLE EXHAUST DUCT SHALL BE FLEXHAUST BENDWAY-PLUS OR EQUAL, 316Ti STAINLESS STEEL, 10-INCH ROUND NOMINAL DIMENSION. 25 FUME
HOOD LAB SERVICES CONNECTIONS. PROVIDE STAINLESS STEEL FLEXIBLE CONNECTIONS TP PRE-PIPED 26 PROVIDE DUCT ACCESS DOOR AT REHEAT COIL FOR INSPECTION AND MAINTENANCE. 27 PROVIDE MANUAL
VENTILATION SHUTOFF SWITCH, BASIS OF DESIGN PILLA ELECTRICAL ST120. SWITCH SHALL BE LABELED "VENTILATION SYSTEM EMERGENCY SHUTOFF". CONNECT TO CONTROLS OF ALL SUPPLY AND EXHAUST AIR
VALVES SERVING 330. CONTROL CONTRACTOR TO PROVIDE LOW VOLTAGE CONTROL WIRE ALONG WALL SURFACE INSIDE ROOM 330. SURFACE RACEWAY SHALL BE WIREMOLD 700. FIRESTOP CONDUIT PENETRATION IN
WALL AND MAINTAIN WALL RATING. 28 DROP 8" DIA EXHAUST AIR DUCT DOWN TO FLOOR. TERMINATE 12" AFF WITH 1/2" ALUMINUM MESH. BALANCE TO 200 CFM WITH GENERAL EXHAUST VALVE IS SET TO MAX
FLOW PER AIRFLOW SCHEDULE. 29 CONTROL CONTRACTOR TO PROVIDE THE LASER POWER RELAY CAT. NO. RIBU1C AT LOCATION SHOWN. COORDINATE WITH THE ELECTRICAL CONTRACTOR TO RUN NEAREST 120V POWER
TO THE DEVICE. LOW VOLTAGE WIRING BY THE CONTROL CONTRACTOR. SURFACE REACEWAY FOR THE 120V POWER SHALL BE A WIREMOLD 700. 30 DROP 6" DIA SUPPLY AIR DUCT DOWN TO FLOOR. TERMINATE 12"
AFF WITH 1/2" ALUMINUM MESH. BALANCE TO 100 CFM WHEN SUPPLY VALVE IS SET TO MAX FLOW PER AIRFLOW SCHEDULE. 31 PROVIDE RATED DUCT WRAP SYSTEM ON 12" EXHAUST DUCT, FIREMASTER FASTWRAP
OR EQUAL. INSTALL ONE LAYER PER MANUFACTURER'S UL LISTED INSTALLATION INSTRUCTIONS. 32 INSTALL FIRE RATED THROUGH PENETRATION SYSTEM PER DETAIL 3/M-501R1 33 PROVIDE HOUSING AND FIRE
WRAP EXISTING EXHAUST VALVE. PROVIDE ACCESS TO ACTUATOR AND CONTROLS. REFER TO DETAIL 5/M-501R1. 34 PROVIDE 24x16, 1-1/2 HR STATIC RATED FIRE DAMPER, TYPE A. INSTALL WITH RETAINING
ANGLE AND PER UL LISTED INSTRUCTIONS. REINSTALL SUPPLY GRILLE. 35 PROVIDE DUCT ACCESS TO FIRE DAMPER. 36 PROVIDE 1-1/2 HR COMBINATION FIRE SMOKE DAMPER, CLASS I LEAKAGE. PROVIDE WITH
RETAINING ANGLE AND 120V ACTUATOR. CIRCUIT TO NEAREST 120V POWER. WIRE TO EXISTING AREA SMOKE DETECTION SYSTEM AND FIRE ALARM CONTROL PANEL. REFER TO ELECTRICAL DRAWINGS FOR CONNECTIONS
TO FIRE ALARM SYSTEM. 37 PROVIDE OPENING IN EXISTING CONCRETE DECK AS REQUIRED TO EXTEND STAINLESS STEEL EXHAUST DUCT UP TO PENTHOUSE. INSTALL FIRE RATED THROUGH PENETRATION SYSTEM
PER DETAIL 4/M-501. 38 2" 304 STAINLESS STEEL EXHAUST PIPE AND FITTINGS, BUTT WELD ENDS, SERIES 23, 0.065" WALL THICKNESS, MKS MODEL 100314306 OR EQUAL. SCALE: 1/4" = 1'-0"1 PARTIAL
THIRD FLOOR HVAC DEMOLITION PLAN SCALE: 1/4" = 1'-0"2 PARTIAL THIRD FLOOR HVAC CONSTRUCTION PLAN SCALE: 1/2" = 1'-0"3 ADA FUME HOOD ELEVATION 1 07/24/2020 ISSUE FOR DD REVIEW 2 08/14/2020
ISSUE FOR 90% CD REVIEW 3 09/4/2020 ISSUE FOR CONSTRUCTION 4 10/06/20 ISSUE FOR ADDENDUM NO. 1 0' 1' 2' 4' SCALE: 1/2"=1'-0" 4 SCALE: 1/8" = 1'-0"4 PARTIAL FOURTH FLOOR HVAC CONSTRUCTION
PLAN 4 GENERAL NOTE: ALL PIPE AND DUCT WALL PENETRATIONS ARE TO BE FIRE STOPPED OR PROTECTED BY THE APPROPIRATE LIFE-SAFETY DAMPERS AS INDICATED. 4 4 4 4 SUPPLY RETURN ISOLATION VALVE
(TYP. OF 2) BALANCING VALVE PRESSURE/TEMPERATURE TEST PORT (TYP. OF 2) MANUAL AIR VENT COIL CV-330-RH 3RD FLOOR 34' - 0" 3RD FLOOR 34' - 0" 6" EA ON WALL 4" CONNECTION WALL MOUNTING
BRACKET 4" LOCAL EXHAUST EXTRACTION ARM. BASIS OF DESIGN MONOXIVENT MODEL MHX-CDH-100 WALL (E) LAB BENCH (E) CEILING (E) 14" DOME HOOD EXTRACTION ARM COORDINATION: OFFSET LOCATION OF
WALL BRACKET AND EXTRACTION ARM MOUNTING AS RECOMMENDED BY THE MANUFACTURER AND AS NECESSARY FOR PROPER REACH OF THE HOOD TO THE 3D PRINTER AND FINISHING STATION. FIELD/SHOP FABRICATED
ENCLOSURE. SHEET STEEL MIN 24 GA. ONE LAYER OF FIRE RATED DUCT ENCLOSURE WRAP. FIREMASTER FASTWRAP OR EQUAL. 12ø EA 12" DIA FUME HOOD EA (E) EXHAUST AIR VALVE SERVING 328 (E) CONTROL
PANEL (E) RATED ACCESS DOOR TO CONTROL PANEL AND ACTUATOR. FACTORY PROVIDED, UL LISTED OR FIELD FABRICATED ACCORDING TO DUCT WRAP MANUFACTURER'S UL LISTED INSTRUCTIONS. 2" 304 SS BLAST
GATE VACUUM PUMP (BY OTHERS) FLEX TUBING, PITCH DOWN (BY OTHERS) WORK SURFACE 3/4" THREADED SIGHT GLASS. JOHN C. ERNST MODEL 120 OR EQUAL 3/4" THREADED BALL VALVE. MILWAUKEE MODEL 20SS
OR EQUAL 2" WELDED 304 SS VAC PUMP EXHAUST PIPE 2" FLANGED OUTLET C O R N E L L U N I V E R S I T Y F O U N D E D 5 6 8 1 A D FACILITIES ENGINEERING ARCHIVE BAR CODE ARCH/STRUCT: CIVIL/ENV:
ELECTRICAL: MECHANICAL: DATE: FACILITY: DESIGN: DRAWN: WWW.FCS.CORNELL.EDU IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT
OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT THEIR SEAL AND THE NOTATION "ALTERED BY"
FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. WARNING REVISIONS ARCHITECTURAL, STRUCTURAL, CIVIL, ENVIRONMENTAL, MECHANICAL,
AND ELECTRICAL ENGINEERING 201 HUMPHREYS SERVICE BLDG ITHACA, NEW YORK 14853-3701 343 CAMPUS ROAD ITHACA, NEW YORK 14850 DUFFIELD HALL 330 LAB RENOVATIONS M-501R1 12672500 SCHEDULES
AND DETAILS E. LEPORE TRF 2000 SEPTEMBER 4, 2020 DUCT SCHEDULE AND SPECIFICATIONS SERVICE PRESSURE CLASS SEAL CLASS LEAKAGE CLASS DUCT MATERIAL LINING DUCT INSULATION SUPPLY, RECTANGULAR,
EXPOSED, AHU - VAV (EXPOSED IN UTILITY CORRIDOR) 4" POS A 6 G90 GALVANIZED NONE MIN R-6, TYPE B, WITH VAPOR RETARDER, PAINT SUPPLY, RECTANGULAR, CONCEALED (ABOVE DROP CEILING) 4" POS
A 6 G90 GALVANIZED NONE MIN R-6, TYPE A WITH VAPOR RETARDER SUPPLY, RECTANGULAR, CONCEALED, TERMINAL UNIT - OUTLET 2" POS A 6 G90 GALVANIZED NONE MIN R-6, TYPE A WITH VAPOR RETARDER
SUPPLY, ROUND, CONCEALED, TERMINAL UNIT - OUTLET 2" POS A 3 G90 GALVANIZED NONE MIN R-6, TYPE A WITH VAPOR RETARDER EXHAUST: LABORATORY - ACCESSIBLE LOCATIONS AND RISERS 4" NEG A RECT
6/ROUND 3 316 STAINLESS STEEL, WELDED NONE N/A EXHAUST: FUME HOOD - CONNECTION OF DUCT TO MAIN 4" NEG A RECT 6/ROUND 3 316 STAINLESS STEEL, WELDED NONE N/A AIRFLOW SCHEDULE LAB ROOM
DIMENSIONS EXHAUST AIR SUPPLY POINT OCC SASH OPEN (100 FPM) OCC SASH OPEN (80 FPM) OCC SASH CLOSED UNOCC SASH FULL UNOCC SASH OPEN UNOCC SASH CLOSED ALL MODESAREA (SF) HEIGHT (FT) EXHAUST
POINT VALVE OCC SASH OPEN (100 FPM) OCC SASH OPEN (80 FPM) OCC SASH CLOSED OCC LASER OFF UNOCC SASH FULL UNOCC SASH OPEN UNOCC SASH CLOSED 330 536 10 4' ADA FUME HOOD EAV-330-1 495
CFM 395 CFM 140 CFM 190 CFM 495 CFM 322 CFM 140 CFM SAV-330 1549 CFM 1549 CFM 1549 CFM 747 CFM 574 CFM 574 CFM -200 CFM GENERAL EXHAUST EAV-330-2 150 CFM 250 CFM 505 CFM 805 CFM 50
CFM 50 CFM 50 CFM PROCESS EXHAUST EAV-330-3 754 CFM 754 CFM 754 CFM 754 CFM 402 CFM 402 CFM 402 CFM LASER EXHAUST EAV-330-4 350 CFM 350 CFM 350 CFM 0 CFM 0 CFM 0 CFM 0 CFM TOTAL LAB
1749 CFM 1749 CFM 1749 CFM 1749 CFM 947 CFM 774 CFM 774 CFM CONTROL VALVE SCHEDULE & SPEC TAG BOD MANF BOD VALVE MODEL SERVICE VALVE TYPE VALVE SIZE (IN) CV ACTUATOR MODEL CONTROL CAPACITY
(GPM) PD (PSIG) FAIL POS CV-330-RH1 BELIMO CCV - B213 RHC-330-1 2-WAY 1/2 1.9 TR24-SR-T US MOD 2.2 1.3 F.L. 1. ACCEPTABLE MANUFACTURERS: BELIMO, VSI 2. ELECTRIC INPUT: 4-20mA OR 0-10VDC
3. 2-WAY VALVES: EQUAL PERCENTAGE FLOW CHARACTERISTIC 4. CONSTRUCTION: CHARACTERIZING DISK, FORGED BRASS, NICKEL PLATED BODY, STAINLESS STEEL BALL AND STEM, FIBERGLASS REINFORCED
PTFE SEAT 5. RATINGS: 400 PSI PRESSURE, 0-212 F MEDIA TEMPERATURE RANGE 6. ALL CONTROL WIRING SHALL BE INSTALLED IN CONDUIT. 7. CONTROL WIRING SHALL BE UNSPLICED FROM THE CONTROLLER
TO THE SENSOR OR DEVICE. 8. CONTROL WIRING SHALL NOT BE ROUTED IN THE SAME RACEWAY AS POWER WIRING. 9. CONTROL WIRING SHALL BE COLOR CODED AND LABELED AT ALL POINTS OF TERMINATION.
10. TEST EACH POINT THROUGH IT FULL OPERATING RANGE TO VERIFY THAT SAFETY AND OPERATING CONTROL SET POINTS ARE AS REQUIRED. 11. TEST EACH CONTROL LOOP TO VERIFY STABLE MODE OF OPERATION
AND COMPLIANCE WITH SEQUENCE OF OPERATION. ADJUST PID ACTIONS AS REQUIRED. 12. THE BACS CONTRACTOR SHALL ISSUE A REPORT UPON PROJECT COMPLETION STATING THAT THE SYSTEM IS COMPLETE,
HAS BEEN ADJUSTED, AND HAS HAD ALL HARDWARE AND SOFTWARE FUNCTIONS VERIFIED, THAT ALL ANALOG CONTROL LOOPS ARE TUNED, AND IS OPERATING IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. ANY
DEVIATIONS FROM SPECIFIED SETTINGS OR OPERATIONS NECESSITATED DURING SYSTEM ADJUSTMENT SHALL BE SPECIFICALLY NOTED. AIR VALVE SCHEDULE & SPECS TAG # SERVES SUP EXH BASIS OF DESIGN SIZE
DESIGN CFM ΔPT @ MAX DESIGN CFM REHEAT COIL TAG DAMPER POSITIONMANF MODEL MAX MIN EAV-330-1 330 LAB - FUME HOOD X ACCUVALVE AVC6308-05-WS 8" 495 140 0.6 N.O. EAV-330-2 330 LAB - GENERAL
EXH X ACCUVALVE AVC6310-05-WS 10" 805 50 0.6 N.O. EAV-330-3 330 LAB - PROCESS X ACCUVALVE AVC6310-05-WS 10" 804 402 0.6 N.O. SAV-330-1 330 LAB - SUPPLY AIR X ACCUVALVE AVC6414-05-IWS
14" 1549 574 0.6 RHC-330 N.C. EAV-330-4 330 LAB - LASER X ACCUVALVE AVC6408-05-WS 8" 350 80 0.6 N.O. 1. THE AIRFLOW DEVICES SHALL BE CALIBRATED AT THE FACTORY TO THE FULL RANGE OF RECOMMENDED
AIRFLOWS. ACTUAL AIRFLOWS WILL BE SET IN SOFTWARE. 2. SETPOINTS REPRESENT FUME HOOD FACE VELOCITY AT 100 FPM. FINAL SETPOINTS WILL BE ADJUSTED IF FACE VELOCITIES ARE REDUCED TO 80 FPM
AS A RESULT OF FUME HOOD TESTING AND CERTIFICATION. 3. ACCEPTABLE MANUFACTURERS: ACCUTROL 4. CONFIGURATION: PRESSURE INDEPENDENT. 5. SUPPLY VALVE BODY: 16GA ALUMINUM, INSULATED. 6.
HOOD EXHAUST VALVE BODY: 20 GA 316 STAINLESS STEEL. 7. INSTALLATION: LEVEL AND PLUMB, PER NFPA 90A, SMACNA DUCT CONSTRUCTION STANDARDS, AND MANUFACTURERS RECOMMENCED INSTRUCTIONS. 8.
PROVIDE ALL VALVES WITH TIGHT SHUT-OFF OPTION. 1. ALL DUCTWORK AND ACCESSORIES SHALL BE FABRICATED AND INSTALLED IN COMPLIANCE WITH THE LATEST ISSUE OF SMACNA'S HVAC DUCT CONSTRUCTION
STANDARDS - METAL AND FLEXIBLE. 2. CONSTRUCT TEES, BENDS, AND ELBOWS WITH RADIUS OF NOT LESS THAN 1.0 TIMES THE WIDTH OF DUCT ON CENTER LINES. 3. WHERE RECTANGULAR ELBOWS ARE USED,
PROVIDE AIR FOIL TYPE TURNING VANES 4. INCREASE DUCT SIZES GRADUALLY, AND IN COMPLIANCE WITH FIGURE 4-7 OF SMACNA'S HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE. 5. BRANCH
CONNECTIONS SHALL BE MADE WITH A 45 DEGREE ENTRY. STRAIGHT TEES ARE NOT ACCEPTABLE. 6. SEALANTS AND GASKETS: SURFACE BURNING CHARACTERISTICS SHALL BE A MAXIMUM FLAME-SPREAD INDEX
OF 25, AND MAXIMUM SMOKE-DEVELOPED INDEX OF 50 WHEN TESTED TO UL 723. 7. ALL MANUAL BALANCING DAMPERS SHALL BE PROVIDED WITH LOCKING HAND QUADRANT. 8. ACCESS DOORS SHALL MATCH DUCT
MATERIAL WITH INSULATION FILL AND THICKNESS AS INDICATED FOR DUCT PRESSURE CLASS. 9. ACCESS DOORS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: BOTH SIDES OF DUCT COILS IN ORDER TO
RESET OR REINSTALL FUSIBLE LINKS, AND AS INDICATED. 10. INSTALL VOLUME DAMPERS AT POINTS ON SUPPLY AND EXHAUST SYSTEMS WHERE BRANCHES EXTEND FROM LARGER DUCTS. 11. PAINT ALL DUCTWORK
EXPOSED TO VIEW IN OCCUPIED AREAS TO MATCH SURROUNDING FINISH. 12. REMOVE SURFACE CONTAMINANTS AND DEPOSITS FROM DUCTWORK AND EQUIPMENT PRIOR TO TESTING AND BALANCING. 13. LEAK TESTING
OF DUCTWORK SHALL BE IN ACCORDANCE WITH SMACNA'S HVAC AIR DUCT LEAKAGE TEST MANUAL. 14. ALL DUCTS DESIGNED TO OPERATE AT STATIC PRESSURES IN EXCESS OF 3-INCHES WG (POS OR NEG) SHALL
BE TESTED. TEST SHALL BE WITNESSED BY A DESIGNATED CORNELL REPRESENTATIVE AND THE PROJECT ENGINEER OF RECORD. 25% OF DUCTS DESIGNED TO OPERATE AT STATIC PRESSURES 3-INCHES AND BELOW
SHALL BE TESTED. ACCEPTANCE CRITERIA: INTERIOR SUPPLY, RETURN AND GENERAL EXHAUST: 5% SYSTEM LEAKAGE TESTED AT 1.25 TIMES THE EXPECTED OPERATING STATIC PRESSURE. ACCEPTANCE CRITERIA:
INTERIOR LABORATORY EXHAUST SYSTEMS: 2% SYSTEM LEAKAGE TESTED AT 1.25 TIMES THE EXPECTED OPERATING STATIC PRESSURE. AN AIR DUCT LEAKAGE TEST SUMMARY SHALL BE SUBMITTED TO THE ENGINEER
FOR APPROVAL PRIOR TO FINAL PROJECT ACCEPTANCE. 15. ALL INSULATION AND ADHESIVE SHALL HAVE A MAXIMUM FLAME-SPREAD INDEX OF 25 AND A MAXIMUM SMOKE-DEVELOPED INDEX OF 50 WHEN TESTED IN
ACCORDANCE WITH ASTM E84. 16. INSULATION TYPE A: MINERAL FIBERGLASS BLANKET, ASTM C553 TYPE I, ASTM C1136 TYPE I FACTORY APPLIED FSK JACKET, K-VALUE BETWEEN 0.22 - 0.29 BTU-IN/HR-FT²-˚F
@ 75 ˚F, 0.75 PCF 1. COORDINATE WITH CORNELL EH&S DURING FUME HOOD TESTING AND CERTIFICATION. REDUCTION IN THE FUME HOOD FACE VELOCITY TO 80 FPM MAY BE POSSIBLE. HVAC PIPE AND FITTING
SCHEDULE AND SPECIFICATIONS PIPE SERVICE ABBREVIATION PIPE SIZE MATERIAL FITTINGS JOINT INSULATION HEATING HOT WATER HWS&R 1-1/2" & BELOW ASTM B88 TYPE L COPPER ASTM B16.22 STD WROUGHT
COPPER ASTM B32 SOLDER 1", TYPE A WITH VAPOR RETARDER GRILLE SCHEDULE MARK SERVES MANUFACTURER (BOD) MODEL (BOD) TYPE AIRFLOW DUCT SIZE SPECIFICATIONS SD4-330 (E) LAB 330 EXISTING EXISTING
EXISTING 329 CFM 10ø EXISTING SD5-330 LAB 330 KRUEGER SERIES 51240 MODULAR CORE 136 CFM 6ø 24"X24" PANEL SIZE, 8"X8" NECK, ALUMINUM WITH WHITE FINISH 1. ACCEPTABLE MANUFACTURERS: ANEMOSTAT,
CARNES, KRUEGER, PRICE, TITUS. REHEAT COIL SCHEDULE TAG COIL SIZE WxH (IN) ROWS TOTAL CAPACITY (BTUH) AIR SIDE WATER SIDE FLOW RATE (CFM) ENT AIR TEMP (˚F) LVG AIR TEMP (˚F) AIR PRESSURE
DROP (IN WC) FOW RATE (GPM) ENT WATER TEMP (˚F) LVG WATER TEMP(˚F) WATER PRESSURE DROP (FT WC) RHC-330 24x12 2 33,458 1549 55 75 0.55 2.2 130 100 3.0 1. ACCEPTABLE MANUFACTURERS: GREENHECK,
ANEMOSTAT, KRUEGER, NAILOR, TITUS, TRANE, PRICE TO COORDINATE WITH AIR TERMINAL BOX. 2. RATINGS: ARI 410, INDUSTRY STANDARD FOR FORCED CIRCULATION AIR COOLING AND AIR HEATING COILS
3. 1/2-IN COPPER TUBING WITH MECHANICALLY BONDED ALUMINUM FINS. 4. SUPPLY PIPING TO COIL TO BE PIPED WITH SHUT OFF VALVE, STRAINER, CONTROL VALVE AND UNION. 5. RETURN PIPING TO COIL
TO BE PIPED WITH SHUT-OFF VALVE, BALANCING VALVE, AND UNION. 6. COIL SHALL BE PIPED IN COUNTERFLOW ARRANGEMENT. 7. PIPING SHALL BE ARRANGED TO ALLOW SERVICE AND MAINTENANCE. NOT TO
SCALE1 REHEAT COIL PIPING DETAIL 1 07/24/2020 ISSUE FOR DD REVIEW 2 08/14/2020 ISSUE FOR 90% CD REVIEW 3 09/4/2020 ISSUE FOR CONSTRUCTION 4 10/06/20 ISSUE FOR ADDENDUM NO. 1 SCALE:
1/2" = 1'-0"2 EXTRACTION ARM DETAIL FIRE AND SMOKE DAMPER SCHEDULE TAG LOCATION MANF BOD MODEL BOD TYPE SIZE WxH (IN) TEMP RATING (DEG F) FIRE RATING SMOKE RATING NOTESHOURS UL HOURS
UL FD-1 LAB 330 GREENHECK FD-150 STATIC, TYPE A 24x16 165 1-1/2 1-1/2 N/A N/A GALVANIZED, FUSIBLE LINK, VERTICAL MOUNTING FD-2 LAB 330 GREENHECK SSFD-150X16 STATIC, TYPE B 20x16 165
1-1/2 1-1/2 N/A N/A 304 STAINLESS STEEL, FUSIBLE LINK, VERTICAL MOUNTING FD-3 LAB 330 GREENHECK SSFD-150X16 STATIC, TYPE B 12X12 165 1-1/2 1-1/2 N/A N/A 304 STAINLESS STEEL, FUSIBLE
LINK, VERTICAL MOUNTING FD-4 LAB 330 GREENHECK SSFD-150X16 STATIC, TYPE CR 8 165 1-1/2 1-1/2 N/A N/A 304 STAINLESS STEEL, FUSIBLE LINK, VERTICAL MOUNTING FSD-1 LAB 330 GREENHECK FSD-311
COMBINATION FIRE SMOKE 18x14 165 1-1/2 1-1/2 1-1/2 1-1/2 GALVANIZED STEEL, ACTUATED, VERTICAL MOUNTING FSD-2 LAB 330 GREENHECK FSD-311 COMBINATION FIRE SMOKE 8 165 1-1/2 1-1/2 1-1/2
1-1/2 GALVANIZED STEEL, ACTUATED, VERTICAL MOUNTING 1. ACCEPTABLE MANUFACTURERS: GREENHECK, NAILOR, RUSKIN 2. RATINGS: UL 555 3. FRAME: 20 GAUGE STEEL CHANNEL, WITH MITERED AND INTERLOCKING
CORNERS 4. MOUNTING SLEEVE: FACTORY FURNISHED, MINIMUM 20 GAUGE. 5. BLADES: 24 GAUGE THICKNESS. 6. INSTALLATION: INSTALL FIRE DAMPERS IN ACCORDING TO UL LISTING AND MANUFACTURERS
RECOMMENDED INSTRUCTIONS. 7. PROVIDE ACCESS TO FUSIBLE LINK, EITHER WITH DUCT ACCESS DOOR, OR THRU THE WALL GRILLE 4 NOT TO SCALE3 RATED WALL DUCT PENETRATION DETAIL NOT TO SCALE4 RATED
FLOOR DUCT PENETRATION DETAIL 4 4 SCALE: 1/2" = 1'-0"5 VALVE ACCESS ENCLOSURE DETAIL ENCLOSURE NOTES: FABRICATED CUSTOM ENCLOSURE TO HOUSE THE EXISTING FUME HOOD EXHAUST VALVE SERVING
ROOM 328. THE PURPOSE OF THIS ENCLOSURE IS TO MAINTAIN OPERATION AND ACCESS TO THE EXHAUST VALVE SCALE: 1/2" = 1'-0"6 VACUUM PUMP CONNECTION DETAIL 4 4 4 3 3 F 330 2 1 OS OS S 330 4
3 8 8 330 (3) (3) (3) (3) (3) (3) (3) (3) (3) (3) (3) WIREMOLD 4000 WIREMOLD 4000 WIREMOLD 4000 EXISTING PHONE JACK EXISTING PANEL LPP-312, 208Y/120V EXISTING PENDANT POWER & DATA RACEWAY
1 2 5 6 GFCI GFCI GFCI GFCI 7 9 COMBINATION FIRE SMOKE DAMPER 9 COMBINATION FIRE SMOKE DAMPER 4 4 NOTE: IN ADDITION TO THE REMOTE TEST STATION AND STATUS ANNUNCIATION FOR THE SMOKE
DETECTOR, A REMOTE TEST STATION AND STATUS ANNUNCIATION SHOULD BE PROVIDED FOR THE DAMPER AS WELL. C O R N E L L U N I V E R S I T Y F O U N D E D 5 6 8 1 A D FACILITIES ENGINEERING
ARCHIVE BAR CODE ARCH/STRUCT: CIVIL/ENV: ELECTRICAL: MECHANICAL: DATE: FACILITY: DESIGN: DRAWN: WWW.FCS.CORNELL.EDU IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING
UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT
THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. WARNING REVISIONS ARCHITECTURAL, STRUCTURAL,
CIVIL, ENVIRONMENTAL, MECHANICAL, AND ELECTRICAL ENGINEERING 201 HUMPHREYS SERVICE BLDG ITHACA, NEW YORK 14853-3701 343 CAMPUS ROAD ITHACA, NEW YORK 14850 DUFFIELD HALL 330 LAB RENOVATIONS
E-101R1 12672500 POWER, DATA, LIGHTING, AND FIRE ALARM PARTIAL THIRD FLOOR PLAN H. TRAN JD 2000 SEPTEMBER 4, 2020 # 0' 2' 4' 8' SCALE: 1/4"=1'-0" E-101 KEYED DEMOLITION NOTES 1 REMOVE
LUMINAIRE AS INDICATED AND RETURN LUMINAIRE TO THE OWNER. MODIFIED EXISTING LIGHTING AS REQUIRED. 2 DURING CONSTRUCTION, PROVIDE A TEMPORARY HEAT DETECTOR IN THIS ROOM. SCALE: 1/4"
= 1'-0"1 PARTIAL THIRD FLOOR DEMOLITION SCALE: 1/4" = 1'-0"2 PARTIAL THIRD FLOOR LIGHTING AND FIRE ALARM SCALE: 1/4" = 1'-0"3 PARTIAL THIRD FLOOR POWER & DATA E-101 KEYED RENOVATION
NOTES 1 AT 18" AFF TO TOP OF BOX, PROVIDE A SURFACE MOUNT RECEPTACLE. CIRCUIT THE RECEPTACLE TO THE NEW FUME HOOD CIRCUITRY. SURFACE RACEWAY SHALL BE WIREMOLD 700. 2 NEW ADA FUME
HOOD BY OTHERS. ELECTRICAL CONTRACTOR TO PROVIDE POWER CONNECTION. CIRCUIT TO A SPARE 20A/1P CIRCUIT BREAKER LOCATED IN EXISTING PANEL LPP-312. CONDUIT CONNECTED TO THE FUME HOOD
SHALL BE FLEXIBLE CONDUIT WITH (2) 12 AWG & (1) 12 AWG GROUND. 3 PROVIDE A NEW SURFACE MOUNT LIGHT SWITCH TO CONTROL THE TWO EXISTING LUMINAIRES LOCATED IN THE NEW CURTAIN. MODIFY
THE EXISTING LIGHTING CIRCUIT AS REQUIRED. CIRCUIT THE LIGHTING SWITCH TO THE EXISTING LIGHTING CIRCUITRY. SURFACE RACEWAY ON WALL SHALL BE WIREMOLD 700. 4 THE CONTRACTOR TO PURCHASE
A TOTAL OF 6 DARK AMBER UV BLOCKING TUBE GUARD W/ END CAPS CAT. NO. PLAS-T8UVA FROM 1000BULBS.COM. PROVIDE THE EXISTING LAMPS WITH THE TUBE GUARDS. 5 REPLACE EXISTING RECEPTACLES WITH
NEW GFCI RECEPTACLES. 6 AT 18" AFF TO TOP OF BOX PROVIDE A NEW SURFACE MOUNT RECEPTACLE. CIRCUIT THE RECEPTACLE TO A SPARE 20A/1P CIRCUIT BREAKER LOCATED IN EXISTING PANEL LPP-312.
PROVIDE (2) #12 AWG AND (1) #12 AWG GROUND IN 3/4" EMT AS REQUIRED. 7 LASER SAFETY LINE VOLTAGE RELAY INSTALL BY THE CONTROL CONTRACTOR. ELECTRICAL CONTRACTOR TO PROVIDE 120V POWER
CONNECTION. CIRCUIT TO NEAREST 120V RECEPTACLE CIRCUIT. RACEWAY ON WALL SHALL BE WM 700. 8 REMOVE, STORE, AND REINSTALL CEILING MOUNTED EQUIPMENT AS REQUIRED DURING CEILING REMOVAL
TO ACCOMMODATE MECHANICAL WORK. 9 COMBINATION FIRE SMOKE DAMPER WITH REMOTE TEST SWITCH WITH OPEN/CLOSE INDICATOR LIGHTS BY MECHANICAL CONTRACTOR. ELECTRICAL TO PROVIDE 120V POWER
CONNECTION AND FIRE ALARM CONNECTION. CIRCUIT THE ACTUATOR TO NEAREST 120V POWER CIRCUITRY. REFER TO FIRE/SMOKE DAMPER CONTROL CIRCUIT WIRING ON THIS SHEET FOR FIRE ALARM WORK REQUIREMENTS.
REFER TO MECHANICAL DRAWINGS FOR FIRE SMOKE DAMPER. # 1 07/24/2020 ISSUE FOR DD REVIEW 2 08/14/2020 ISSUE FOR 90% REVIEW 3 09/04/2020 ISSUE FOR CONSTRUCTION 4 10/06/20 ISSUE FOR ADDENDUM
NO. 1 SCALE: NO SCALE4 FIRE/SMOKE DAMPER CONTROL CIRCUIT WIRING DIAGRAM 4 4 PROJECT: Duffield Hall 330 Lab Renovations Date: October 6, 2020 RFI Form RFI/ Page/ Response Dwg./Spec./Rep.
Section/ Design Team Index Number Paragraph/Topic RFI Response 1 A-101 What species are the wood items (oak, maple, etc.)? See Addendum 1, Item 3. 2 P-001 Lab waste and vent piping
calls for polyproplyne schedule 40 pipe with stainless steel compression fittings, is this correct?" See Addendum 1, Item 7.
Drawings_Duffield Hall 330 Lab Renovations.pdf
CB CB CB CB CB CB C B C B CB CB CB CB CB BC C B C B CB CB CB 19 19 20 20 20 21 21 21 21 20 20 20 20 19 19 19 19 20 20 20 21 21 21 21 20 20 20 20 19 19 19 19 20 20 20 21 21 21 21 20 20
20 20 19 19 19 19 20 20 20 21 21 21 21 20 20 20 20 19 19 19 19 20 20 20 21 21 21 21 20 20 20 20 19 19 19 19 21 20 20 20 202121 21 21 21 21 21 21 21212121212121 STANDS S/P SCOREBOARD
ATHLETIC FIELD FP PARKING PAVED UNPAVED TENNIS COURT TENNIS COURT TENNIS COURTS S S S DN DN BENCH BENCH UP DN UP DN UP DN UPDN DN HOY ROAD 2000 DUFFIELD HALL CAMPUS ROAD CAMPUS ROAD
EXTERIOR ELEVATION 1 X-100 X-100 1 1 INTERIOR ELEVATION 1 X-100 SECTION MARKER 1 X-100 ENLARGED DETAIL CONSTRUCTION KEYED NOTE DEMOLITION KEYED NOTE DRAWING REVISION NOTE LINETYPE:
TO BE PROVIDED / NEW LINETYPE: DEMOLITION / TO BE RELOCATED LINETYPE: EXISTING TO REMAIN # # # 1 1 1 11 AREA OF WORK PHILLIPS HALLDUFFIELD HALL ATRIUM APPLICABLE CODES 2020 NYS BUILDING
CODE 2020 NYS EXISTING BUILDING CODE 2020 NYS FIRE CODE 2020 NYS PLUMBING CODE 2020 NYS MECHANICAL CODE 2020 NYS ENERGY CONSERVATION CODE 2009 ICC A117.1 ACCESSIBLE AND USABLE BUILDINGS
AND FACILITIES 2010 AMERICANS WITH DISABILITY ACT (ADA) PROJECT SUMMARY THIS PROJECT INCLUDES THE RENOVATION OF ONE 536 SF WET LABORATORY SPACE. IT IS EXPECTED THAT THE AMOUNT OF TOXIC
CHEMICALS WILL EXCEED THE MAXIMUM ALLOWABLE QUANTITY FOR A HIGHER EDUCATION LABORATORY SUITE. THEREFORE, ROOM 330 WILL BE CONVERTED TO AN H-4 OCCUPANCY AND SEPARATED FROM THE PREVIOUSLY
ESTABLISHED CONTROL AREA 1. ALTERATION LEVEL 2: LEVEL 2 ALTERATIONS INCLUDE THE RECONFIGURATION OF SPACE, THE ADDITION OR ELIMINATION OF ANY DOOR OR WINDOW, THE RECONFIGURATION OR EXTENTION
OF ANY SYSTEM, OR THE INSTALLATION OF ANY ADDITIONAL EQUIPMENT. AN EXISTING BUILDING OR PORTION THEREOF SHALL NOT BE ALTERED SUCH THAT THE BUILDING BECOMES LESS SAFE THAN ITS EXISTING
CONDITIONS. BUILDING LIMITATIONS CONSTRUCTION CLASSIFICATION: IB CLASSIFICATION OF HAZARDS: WORK AREA H-4 - MAQ UPON REQUEST HIGH-RISE BUILDING: NO EXTINGUISHING REQUIREMENT: THE EXISTING
DUFFIELD/PHILLIPS COMPLEX IS PARTIALLY SPRINKLERED (DUFFIELD HALL IS SPRINKLERED, PHILLIPS HALL IS PARTIALLY SPRINKLERED) OCCUPANCY OF THIRD FLOOR OCCUPANCY CLASSIFICATION: SEPARATED
MIXED USE: BUSINESS (B) AND HIGH-HAZARD (H-2, H-4, AND H-5) T-001 TITLE SHEET ARCHITECTURAL A-001 CODE COMPLIANCE PLAN, GENERAL NOTES A-101 PLANS, 3D, AND EQUIPMENT LIST PLUMBING P-001
GENERAL NOTES AND SYMBOL LEGENDS P-101 PARTIAL SECOND AND THIRD FLOOR PLUMBING FLOOR PLANS MECHANICAL M-001 GENERAL NOTES AND SYMBOL LEGENDS M-101 PARTIAL THIRD FLOOR MECHANICAL FLOOR
PLANS M-401 CONTROLS M-501 SCHEDULES AND DETAILS ELECTRICAL E-001 GENERAL NOTES AND SYMBOL LEGENDS E-101 POWER, DATA, LIGHTING, AND FIRE ALARM PARTIAL THIRD FLOOR PLAN C O R N E L L
U N I V E R S I T Y F O U N D E D 5 6 8 1 A D C O R N E L L U N I V E R S I T Y F O U N D E D 5 6 8 1 A D FACILITIES ENGINEERING ARCHIVE BAR CODE ARCH/STRUCT: CIVIL/ENV: ELECTRICAL:
MECHANICAL: DATE: FACILITY: DESIGN: DRAWN: WWW.FCS.CORNELL.EDU IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER,
TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY
THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. WARNING REVISIONS ARCHITECTURAL, STRUCTURAL, CIVIL, ENVIRONMENTAL, MECHANICAL, AND ELECTRICAL
ENGINEERING 201 HUMPHREYS SERVICE BLDG ITHACA, NEW YORK 14853-3701 Cornell University 343 CAMPUS ROAD ITHACA, NEW YORK 14850 DUFFIELD HALL 330 LAB RENOVATIONS T-001 12672500 TITLE
SHEET FE DESIGN NH 2000 SEPTEMBER 4, 2020 DUFFIELD HALL 330 LAB RENOVATIONS BUILDING CODE SUMMARYGENERAL SYMBOLS LEGEND DRAWING INDEX PROJECT SCOPE PERSPECTIVE VIEWSITE LOCATION - DUFFIELD
HALL KEY PLAN DUFFIELD / PHILLIPS COMPLEX - THIRD FLOOR THIS PROJECT INCLUDES THE RENOVATION OF ONE 536 SF WET LABORATORY SPACE AND PARTIAL CONVERSION OF AN ESTABLISHED B OCCUPANCY
TO AN H-4 OCCUPANCY. 1 07/24/2020 ISSUE FOR DD REVIEW 2 08/14/2020 ISSUE FOR 90% REVIEW 3 08/28/2020 ISSUE FOR CONSTRUCTION 324 324B 324A 328 300CA 327322 301 300 302 305 308 310 311
312 315 316 756 558 255 1276 519 157 15 29 1093 95 517 45 178 173 113 531 521 246 538 767 555 213 211 53 450 33 641 45 126 29 408 212 1295 568 315 132 903 116 170 69 99 131 252 137123123
230 118 203 62 561 70 1979 102 2352 1391 151 104 183 71 185 106 86 62 1010 64 223 574 314 146 122121 75 9 231 138 262 253 182 35 188 175 36 559 722 317 598 737 42 1755 720 493 736 622
62 139 205 511 963 294 458 365 652 574 638 116 266 849 108 367 108 99 589 2290 522512 230 396 189 194 195 194 194 195 195 186 308 302 309 313 30061 30062 30072 305 323 30040 304 30043
30023 30041 320 30042 324 327 328 330 336 334 30020 30060 30021 30046 30001 340 340B 340A 30073 352 354 356 358 362 30002 350L 350 350M 350A 350N 350B 350C 350D 350E350F350G 350H 350J
30047 30003 30052 30075 BRIDGE 30006 301 BRIDGE 344 344A 344B 320A 370 372 371 308A 316 316A 331A 331 BALCONY ATRIUM OPEN TO BELOW ATRIUM OPEN TO BELOW 360 360A 360B360C 309A 350P 331330
300CB 319 318 314 323 325 329 300SA 300E 300UA 300J 300CC 336 334 337 338 338A 339 338B339A 339B 300UB 338C 303 307 309 300SB 300TA 300TB 332 300CE 300CD 300SC DN DN BENCH BENCH UP
DN UP DN UP DN UPDN DN 324 324B 324A 328 300CA 327322 301 300 302 305 308 310 311 312 315 316 756 558 255 1276 519 157 15 29 1093 95 517 45 178 173 113 531 521 246 767 555 213 211 53
450 33 641 45 126 29 408 212 1295 568 315 132 903 116 170 69 99 131 252 137123123 230 118 203 62 561 70 1979 102 2352 1391 151 104 183 71 185 106 86 62 1010 64 223 574 314 146 122121
75 9 231 138 262 253 182 35 188 175 36 559 722 317 598 737 42 1755 720 493 736 622 62 139 205 511 963 294 458 365 652 574 638 116 266 849 108 367 108 99 589 2290 522512 230 396 189
194 195 194 194 195 195 186 308 302 309 313 30061 30062 30072 305 323 30040 304 30043 30023 30041 320 30042 324 327 328 336 334 30020 30060 30021 30046 30001 340 340B 340A 30073 352
354 356 358 362 30002 350L 350 350M 350A 350N 350B 350C 350D 350E350F350G 350H 350J 30047 30003 30052 30075 BRIDGE 30006 301 BRIDGE 344 344A 344B 320A 370 372 371 308A 316 316A 331A
331 BALCONY ATRIUM OPEN TO BELOW ATRIUM OPEN TO BELOW 360 360A 360B360C 309A 350P 331330 300CB 319 318 314 323 325 329 300SA 300E 300UA 300J 300CC 336 334 337 338 338A 339 338B339A
339B 300UB 338C 303 307 309 300SB 300TA 300TB 332 300CE 300CD 300SC DN DN BENCH BENCH UP DN UP DN UP DN UPDN DN WALL - EXISTING WALL - METAL STUD/ GWB WALL - CONCRETE WALL - CMU WALL
- BRICK ITEMS FOR DEMOLITION DOOR/ WALL - EXISTING DOOR/ WALL - NEW DOOR/ WALL - DEMOLITION TAG - DOOR TAG - WINDOW TAG - WALL TAG - ROOM # CENTER LINE PHOTO REFERENCE LEVEL MARKER
COLUMN GRID MARKER ELEVATION MARKER ELEVATION CHANGE ARROWS BREAK LINE SYMBOLS 0' - 0" 101 1t X-X X 2B00UA C L 1 Name Elevation A101 1 1 1 0 DN UP 1-HOUR FIRE SEPARATION 2-HOUR FIRE
SEPARATION ABBREVIATIONS A & AND @ AT ACT ACOUSTICAL CEILING TILE ALT ALTERNATE ALUM ALUMINUM AVG AVERAGE AFF ABOVE FINISH FLOOR B BD BOARD BLDG BUILDING BOD BOTTOM OF DECK BSMT BASEMENT
C CG CORNER GUARDS CJ CONTROL JOINT CLG CEILING CL CENTER LINE CLR CLEAR CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONF CONFERENCE CONT CONTINUOUS CORR CORRIDOR CPT CARPET
CRS COURSE(S) CT CERAMIC TILE D DEMO DEMOLITION DF DRINKING FOUNTAIN DIA DIAMETER DIM DIMENSION DN DOWN DO DOOR OPENING DWG DRAWING E EA EACH EJ EXPANSION JOINT ELEC ELECTRIC ELEV ELEVATION/
ELEVATOR EPDM RUBBER ROOF MEMBRANE EQ EQUAL EX'G EXISTING EXT EXTERIOR F FD FLOOR DRAIN FDN FOUNDATION FEC FIRE EXTINGUISHER CABINET FFE FINISH FLOOR ELEVATION FRP FIBER REINFORCED
POLYESTER FT FOOT/FEET FTG FOOTING G GA GAGE GALV GALVANIZED GC GENERAL CONTRACTOR GEN GENERAL GL GLASS GWB GYPSUM WALL BOARD H HC HANDICAPPED HT HEIGHT HM HOLLOW METAL HR HOUR HVAC
HEATING, VENTILATING & AC J JAN JANITOR L LAV LAVATORY LB/# POUND LGMF LIGHT GAGE METAL FRAMING M MFR MANUFACTURER MAT MATERIAL MAX MAXIMUM MEZZ MEZZANINE MIN MINIMUM MO MASONRY OPENING
MTL METAL N NA NOT APPLICABLE NIC NOT IN CONTRACT NR NOT RATED NTS NOT TO SCALE O OC ON CENTER OD OUTSIDE DIAMETER OPNG OPENING OSB ORIENTER STRAND BOARD P +/- PLUS OR MINUS PSF POUNDS
PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT PRESSURE TREATED Q QTY QUANTITY R R RISER RD ROOF DRAIN REF REFRIGERATOR REQ REQUIRED REV REVISION RO ROUGH OPENING RTU ROOF TOP UNIT S
SHTG SHEATHING SIM SIMILAR SF SQUARE FOOT/ FEET SS STAINLESS STEEL STL STEEL STD STANDARD T T TREAD T&G TONGUE & GROOVE TEL TELEPHONE TEMP TEMPERATURE TOS TOP OF STEEL TV TELEVISION
TYP TYPICAL U UEV UNEVEN DOORS W/ VISION PANEL UEF UNEVEN FLUSH DOOR V VCT VINYL COMPOSITION TILE VIF VERIFY IN FIELD W W/O WITHOUT WD WOOD AREA OF WORK COMMON PATH OF EGRESS: 0 FEET
(IBC 1006.2.1: NOT TO EXCEED 100' WITH SPRINKLER SYSTEM) TRAVEL DISTANCE TO EXIT: 80 FEET (IBC 1017.2: NOT TO EXCEED 300' WITH SPRINKLER SYSTEM) TRAVEL DISTANCE TO EXIT: 171 FEET TRAVEL
DISTANCE TO EXIT: 120 FEET FLOOR FIRE RATING BETWEEN STORIES: 2-HOUR FIRE SEPARATION ESTABLISHED H5 OCCUPANCY 2020 MODIFICATION ENTAILS CONVERTING ROOM 330 TO AN H-4 OCCUPANCY ESTABLISHED
H2 OCCUPANCY ESTABLISHED CONTROL AREA 1 "B" OCCUPANCY APPLICABLE CODES 2020 NYS BUILDING CODE 2020 NYS EXISTING BUILDING CODE 2020 NYS FIRE CODE 2020 NYS PLUMBING CODE 2020 NYS MECHANICAL
CODE 2020 NYS ENERGY CONSERVATION CODE 2009 ICC A117.1 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES 2010 AMERICANS WITH DISABILITY ACT (ADA) PROJECT SUMMARY THIS PROJECT INCLUDES
THE RENOVATION OF ONE 536 SF WET LABORATORY SPACE. IT IS EXPECTED THAT THE AMOUNT OF TOXIC CHEMICALS WILL EXCEED THE MAXIMUM ALLOWABLE QUANTITY FOR A HIGHER EDUCATION LABORATORY SUITE.
THEREFORE, ROOM 330 WILL BE CONVERTED TO AN H-4 OCCUPANCY AND SEPARATED FROM THE PREVIOUSLY ESTABLISHED CONTROL AREA 1. ALTERATION LEVEL 2: LEVEL 2 ALTERATIONS INCLUDE THE RECONFIGURATION
OF SPACE, THE ADDITION OR ELIMINATION OF ANY DOOR OR WINDOW, THE RECONFIGURATION OR EXTENTION OF ANY SYSTEM, OR THE INSTALLATION OF ANY ADDITIONAL EQUIPMENT. AN EXISTING BUILDING OR
PORTION THEREOF SHALL NOT BE ALTERED SUCH THAT THE BUILDING BECOMES LESS SAFE THAN ITS EXISTING CONDITIONS. BUILDING LIMITATIONS CONSTRUCTION CLASSIFICATION: IB CLASSIFICATION OF HAZARDS:
WORK AREA H-4 - MAQ UPON REQUEST HIGH-RISE BUILDING: NO EXTINGUISHING REQUIREMENT: THE EXISTING DUFFIELD/PHILLIPS COMPLEX IS PARTIALLY SPRINKLERED (DUFFIELD HALL IS SPRINKLERED, PHILLIPS
HALL IS PARTIALLY SPRINKLERED) OCCUPANCY OF THIRD FLOOR OCCUPANCY CLASSIFICATION: SEPARATED MIXED USE: BUSINESS (B) AND HIGH-HAZARD (H-2, H-4, AND H-5) C O R N E L L U N I V E R S
I T Y F O U N D E D 5 6 8 1 A D FACILITIES ENGINEERING ARCHIVE BAR CODE ARCH/STRUCT: CIVIL/ENV: ELECTRICAL: MECHANICAL: DATE: FACILITY: DESIGN: DRAWN: WWW.FCS.CORNELL.EDU IT IS A VIOLATION
OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING
ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE
ALTERATION. WARNING REVISIONS ARCHITECTURAL, STRUCTURAL, CIVIL, ENVIRONMENTAL, MECHANICAL, AND ELECTRICAL ENGINEERING 201 HUMPHREYS SERVICE BLDG ITHACA, NEW YORK 14853-3701 343 CAMPUS
ROAD ITHACA, NEW YORK 14850 DUFFIELD HALL 330 LAB RENOVATIONS A-001 12672500 CODE COMPLIANCE PLAN, GENERAL NOTES N.HACHMANN NH 2000 SEPTEMBER 4, 2020 GENERAL NOTES 1.0 DESIGN, CONSTRUCTION
AND SAFETY SHALL CONFORM TO ALL LOCAL, STATE AND OWNER SPECIFIC CODES, INCLUDING (BUT NOT LIMITED TO) THE NEW YORK STATE UNIFORM FIRE PROTECTION AND BUILDING CODE, LATEST REVISION,
THE NFPA 101 LIFE SAFETY CODE, LATEST REVISION, ANSI A117.1 - LATEST REVISION, OSHA, AND ANY OTHER CODES GOVERNED BY THE JURISDICTION IN WHICH THIS PROJECT IS BEING CONSTRUCTED. 2.0
THIS CONTRACT REQUIRES COMPLETE, FINISHED WORKABLE PROJECT OF THE AREAS INDICATED BY THE CONTRACT DOCUMENTS, AND SHALL INCLUDE ALL MATERIALS AND LABOR NECESSARY TO COMPLETE, REGARDLESS
OF WHETHER OR NOT ALL WORK OR EACH ITEM IS SPECIFICALLY INDICATED ON ANY OTHER PORTION OF THE DRAWINGS AND / OR NOTES. 3.0 WHERE MATERIALS REFERENCED ON DRAWINGS, OR NECESSARY TO COMPLETE
THE WORK OF THIS CONTRACT ARE NOT SPECIFIED HEREIN, PROVIDE BEST QUALITY MATERIALS. WHERE MATERIALS ARE INTENDED TO MATCH EXISTING, PROVIDE CLOSEST POSSIBLE MATCH, SUBJECT TO OWNER'S
APPROVAL. ALL ITEMS AND WORK ON DRAWINGS ARE NEW, UNLESS INDICATED EXISTING. ALL WORK WHICH HAS BEEN DAMAGED SHALL BE REPAIRED OR REPLACED AT NO COST TO THE OWNER. WHERE ITEMS CAN
NOT BE REPAIRED TO A ""NEW CONDITION"", OR WHERE THE STRUCTURAL INTEGRITY HAS BEEN AFFECTED, ITEMS SHALL BE REPLACED AT NO COST TO THE OWNER. 4.0 CONTRACTOR IS RESPONSIBLE TO VERIFY
ALL SITE, FIELD AND BUILDING CONDITIONS PRIOR TO SUBMITTING BIDS AND COMMENCING WORK. IF THERE ARE ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS, NOTIFY THE PROJECT MANAGER,
WHO WILL REQUEST CLARIFICATION FROM THE ARCHITECT/ENGINEER AND PROVIDE CLARIFICATION IN WRITING. 5.0 WHERE EXISTING CONSTRUCTION OR ITEMS HAVE BEEN INFILLED, REMOVED AND / OR DISTURBED
FOR INSTALLATION OF NEW WORK, CAUSING THE EXPOSURE OF UNFINISHED AND/OR DAMAGED SURFACES RESULTING SURFACES AND INFILLED SURFACES SHALL BE RECONSTRUCTED WITH MATERIALS TO MATCH FINISHED
AREAS. ALL ABANDONED OPENINGS (i.e. DUCT/PIPE REMOVALS, ETC.) AT WALLS, ROOF OR FLOOR TO BE INFILLED SOLID. 6.0 WORK IS REQUIRED IN VARIOUS PORTIONS OF THE FACILITY TO EXECUTE WORK
OF OTHER TRADES (i.e. ELECTRICAL, MECHANICAL). ALTHOUGH NOT NECESSARILY SHOWN ON DRAWINGS, WORK IS REQUIRED IN THESE AREAS CONSISTING OF REMOVAL / REPLACEMENT OF CEILINGS, WALLS, FINISHES,
PAVEMENT AND OTHER CONSTRUCTION AS NECESSARY TO PERFORM WORK AND RESTORE THESE SPACES OR AREAS TO ORIGINAL CONDITION. 7.0 GENERAL CONTRACTOR IS TO COORDINATE WORK OF ALL TRADES. SCHEDULE
WORK PROGRESS THROUGHOUT THE ENTIRE PROJECT TO PREVENT CONFLICTS AND INTERFERENCES. OBTAIN ALL NECESSARY INFORMATION SUCH AS SIZES, LOCATIONS, TEMPLATES, LAYOUT, DIMENSIONS AND ALL
OTHER INFORMATION NECESSARY FOR A PROPER AND WELL COORDINATED INSTALLATION. PRIOR TO INSTALLATION OF ITEMS, VERIFY AND CONFIRM WITH EACH CONTRACTOR EXACT LOCATION OF ALL ITEMS. 8.0
ALL PENETRATIONS (EXISTING OR NEW) THROUGH FLOORS AND FULL HEIGHT WALLS - IN AREA OF WORK TO BE FIRE STOPPED. ALL GAPS AND JOINTS AT RATED FLOORS, ROOFS AND WALLS TO BE FIRE & SMOKE
STOPPED. GAPS AND JOINTS INCLUDE (BUT ARE NOT LIMITED TO) TOP OF WALL TO FLOOR OR ROOF DECK, WALL TO BEAMS, AND CONTROL OR EXPANSION JOINTS. FIRE STOPPING INCLUDES BOTH FORM OR PACKING
MATERIAL AND THE FILL, VOID OR CAVITY MATERIAL. PROVIDE AND INSTALL LABELING REQUIRED BY CODE. LABELS SHALL INCLUDE PENETRATION TYPE WITH UL LISTING USED, MATERIAL USED, DATE INSTALL
AND NAME OF INSTALLER. 9.0 JOBSITE WILL BE CLEANED DAILY AND DEBRIS REMOVED TO CONTAINERS OR TO VEHICLE WHICH WILL REMOVE DEBRIS FROM CAMPUS. CONTAINERS WILL BE REMOVED AS SOON AS FULL
OR WHEN THE PROJECT HAS PROGRESSED TO A POINT THAT A CONTAINER IS NO LONGER REQUIRED. 10.0 CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL AREAS USED TO BRING SUPPLIES AND EQUIPMENT INTO
THE PROJECT AREA. ANY DAMAGE TO AREAS OUTSIDE THE PROJECT AREA INCLUDING BUT NOT LIMITED TO THE LOBBY AND CORRIDOR SHALL BE REPAIRED AT NO COST TO THE OWNER. SCALE: 1" = 40'-0"2 DUFFIELD
330 - CODE COMPLIANCE PLAN SCALE: 1" = 40'-0"1 DUFFIELD / PHILLIPS COMPLEX - THIRD FLOOR CONTROL AREAS BUILDING CODE SUMMARY 0' 20' 40' 80' SCALE: 1"=40'-0" 1 07/24/2020 ISSUE FOR DD
REVIEW 2 08/14/2020 ISSUE FOR 90% REVIEW 3 08/28/2020 ISSUE FOR CONSTRUCTION SUBMITTAL REGISTRY TITLE REQUIRED SUBMITTALS 07 84 13 - PENETRATION FIRESTOPPING PRODUCT DATA 07 92 00 -
SEALANTS PRODUCT DATA 09 91 23 - INTERIOR PAINTING PRODUCT DATA, SAMPLES 10 20 00 - INTERIOR SPECIALTIES CURTAIN AND TRACK PRODUCT DATA, SHOP DRAWINGS 11 53 13 - LABORATORY FUME HOODS
PRODUCT DATA, SHOP DRAWINGS 12 35 53 - LABORATORY CASEWORK PRODUCT DATA, SHOP DRAWINGS 2 1 2 3 5 56 4 7 PDMS STATION CLEAN FAB BENCH COMMON FAB BENCH TRAINEE BENCH 1 TRAINEE BENCH 2
SOFT MATTER E19 E20 E21 E22 1 2 3 4 5 6 6' - 6" 13' - 1" 6 8 12 12 11 11 7 7 10 9 13 E23 EXISTING ELECTRICAL RACEWAY ABOVE 536 SF EXG EXG 330 EXG PT-1* 15 16 E18.1 E18.2 3' - 6" 17
18 19 19 17 17 330-1 20 20 20 20 14 6 6 ROOM NUMBER CEILING FINISH WALL FINISH FLOOR FINISH WALL BASE ROOM AREA SEE SCHD F1 2" D1 SEE SCHD. SEE SCHD. HOLLOW METAL DOORS AND FRAMES:
• CURRIES "HM DOUBLE FLUSH FIRE DOORS" OR APPROVED EQUAL 1. 18 GAGE MIN. • CURRIES "THREE SIDED FIRE DOOR FRAME" OR APPROVED EQUAL 1. "M" PROFILE 2. 16 GAGE 3. SEAM WELDED CONSTRUCTION
4. 5 7/8" JAMB DEPTH 5. 2" HEAD DOOR HARDWARE SET #1: 8 Hinges: McKinney TA2714 x 4 1/2" x 4 1/2" x 26D 1 Lockset: Sargent Entry Lock 8255 LNL US10 1 Door Closer: Sargent 351 P9 2
Kick Plates: Rockwood K1050A-6, US10, Match existing height 2 Gasketing: Pemko S773BL 1 Flush Bolt: Rockwood 2848 C O R N E L L U N I V E R S I T Y F O U N D E D 5 6 8 1 A D FACILITIES
ENGINEERING ARCHIVE BAR CODE ARCH/STRUCT: CIVIL/ENV: ELECTRICAL: MECHANICAL: DATE: FACILITY: DESIGN: DRAWN: WWW.FCS.CORNELL.EDU IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON,
UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX
TO SUCH DOCUMENT THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. WARNING REVISIONS ARCHITECTURAL,
STRUCTURAL, CIVIL, ENVIRONMENTAL, MECHANICAL, AND ELECTRICAL ENGINEERING 201 HUMPHREYS SERVICE BLDG ITHACA, NEW YORK 14853-3701 343 CAMPUS ROAD ITHACA, NEW YORK 14850 DUFFIELD HALL
330 LAB RENOVATIONS A-101 12672500 PLANS, 3D, AND EQUIPMENT LIST N.HACHMANN NH 2000 SEPTEMBER 4, 2020 A-101 KEYED RENOVATION NOTES 1 FOLLOWING REMOVAL OF WALL CABINETS, PATCH ALL HOLES
IN WALLS AND PREPARE FOR TOUCH-UP PAINT. 2 TOUCH UP PAINT WITH PT-1. ASSUME 25% OF ALL WALL AREA IN THE ROOM. 3 PAINT MISCELLANEOUS EXPOSED DUCTWORK, PIPING AND CONDUIT TO MATCH ADJACENT
SURFACE. DO NOT COVER UP UTILITY LABELING. 4 REINSTALL SUSPENDED CEILING SYSTEM AFTER THE COMPLETION OF MECHANICAL, ELECTRICAL, AND PLUMBING WORK. REPLACE ANY DAMAGED PIECES WITH NEW
ACOUSTICAL CEILING PANELS AND GRID TO MATCH EXISTING. 5 FURNISH AND INSTALL ADA SINK CABINET. BASIS OF DESIGN MODEL: MOTT "KNEE SPACE SINK CABINET" 15K3011W WITH STEPPED SINK, 48"W
x 24"D x 31-3/4"H, WOOD, ADA COMPATIBLE, WITH 1" BLACK EPOXY RESIN COUNTER. COORDINATE WITH PLUMBING SCOPE. 6 FURNISH AND INSTALL CURTAIN AND MOUNTING HARDWARE, FULL HEIGHT (PROVIDE
ALL HARDWARE TO ATTACH TO GRID OF 10'-0" ACOUSTICAL CEILING). BASIS OF DESIGN MODEL: GOFF'S ENTERPRISES CURTAIN WALLS "WELD CURTAIN", YELLOW WELD VIEW COLOR, WHITE 14 OZ VINYL COLOR,
COLOR MATCHING FLOOR SWEEPS. TWO SEPARATE TRACKS AND CURTAINS OVERLAPPING BY 2-FEET AT CENTER OF LONG SIDE TO ACT AS DOOR OPENING 7 FURNISH AND INSTALL WOOD TABLE WITH 1" BLACK EPOXY
RESIN TOP. BASIS OF DESIGN MODEL: MOTT "WOOD TABLE WITH U-FRAME", 72"W x 36"D, STANDING HEIGHT. 8 INSTALL OWNER-FURNISHED TABLE WITH VENTED ENCLOSURE. COORDINATE WITH MEP SCOPE 9 INSTALL
OWNER-FURNISHED VENTED ENCLOSURE. COORDINATE WITH MEP SCOPE. 10 FURNISH AND INSTALL WOOD TABLE WITH 1" BLACK EPOXY RESIN TOP. BASIS OF DESIGN MODEL: MOTT "WOOD TABLE WITH U-FRAME",
60"W x 36"D, STANDING HEIGHT. 11 REINSTALL SALVAGED TABLE 12 INSTALL OWNER-FURNISHED STAINLESS-STEEL TABLE 13 SEE MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION DRAWINGS FOR
SCOPE INFORMATION 14 AT LOCATION OF DEMOLISHED LIGHT FIXTURE, FILL IN ACOUSTICAL PANEL CEILING TO MATCH EXISTING. 15 FURNISH AND INSTALL WOOD CABINET ON CASTERS WITH 1" BLACK EPOXY
RESIN TOP AND PULL BAR. BASIS OF DESIGN MODEL: MOTT "WOOD MOBILE CABINET WITH DRAWER/DOOR UNIT 1110022W", 18"W, STANDING HEIGHT. CONFIRM HEIGHT FITS UNDER WOOD TABLE. 16 FURNISH AND
INSTALL WOOD CABINET ON CASTERS WITH 1" BLACK EPOXY RESIN TOP AND PULL BAR. BASIS OF DESIGN MODEL: MOTT "WOOD MOBILE CABINET WITH DRAWER UNIT 1110044W", 18"W, STANDING HEIGHT. CONFIRM
HEIGHT FITS UNDER WOOD TABLE. 17 FURNISH AND INSTALL A TOTAL OF (3) LAB STOOLS. BASIS OF DESIGN MODEL: BIOFIT "TRAXX, MODEL NR. TXA-M-RC-S-XF-XA-06" 18 FURNISH AND INSTALL (1) LAB STOOLS.
BASIS OF DESIGN MODEL: BIOFIT "LX SIT/STAND, MODEL NR. LXS-M-HG-L-XF-X-06" 19 FURNISH AND INSTALL A TOTAL OF (2) LAB STOOLS. BASIS OF DESIGN MODEL: BIOFIT "ARMOR-SEAT, MODEL NR. GGR-M-RC"
20 IN WORK AREA INSPECT EXISTING PARTITONS UP TO DECK. USE APPROPRIATE FIRE-STOPPING MATERIAL TO FILL IN ANY OPEN PENETRATIONS TO CONFIRM FIRE RATING IN WORK AREA AS INDICATED ON CODE
COMPLIANCE PLAN. # A-101 KEYED DEMOLITION NOTES 1 HAZARDOUS MATERIALS ARE NOT EXPECTED. ALERT OWNER IF ENCOUNTERING SUSPICIOUS MATERIAL. OWNER WILL PERFORM REMOVAL OF ASBESTOS AND PCB
CONTAINING MATERIAL. 2 REMOVE EXISTING WALL CABINETS WHERE NOTED. 3 CUT COUNTERTOP AND REMOVE EXISTING SINK CABINET. COORDINATE WITH MEPFP DRAWINGS. 4 CAREFULLY REMOVE EXISTING TALL
CABINET AND TURN OVER TO OWNER. MOVE ITEM TO DUFFIELD PENTHOUSE OR WHERE DIRECTED BY OWNER. 5 CAREFULLY REMOVE EXISTING FURNISHING. STORE AND REINSTALL IN NEW LOCATION FOLLOWING COMPLETION
OF NEW CONSTRUCTION WORK. SEE RENOVATION NOTE 11. 6 CAREFULLY REMOVE THE PORTION OF THE EXISTING SUSPENDED CEILING SYSTEM AS REQUIRED TO PERFORM MECHANICAL, ELECTRICAL, PLUMBING, AND
FIRE PROTECTION WORK. SALVAGE FOR REINSTALLATION AFTER COMPLETION OF MEPFP WORK. 7 REMOVE EXISTING DOOR AND FRAME COMPLETELY. PATCH ADJACENT SURFACES AND PREPARE FOR INSTALLATION OF
NEW DOOR. # 0' 2' 4' 8' SCALE: 1/4"=1'-0" SCALE: 1/4" = 1'-0"3 PARTIAL THIRD FLOOR DEMOLITION PLAN SCALE: 1/4" = 1'-0"4 PARTIAL THIRD FLOOR PLAN SCALE: NO SCALE1 3D VIEW LOOKING EAST
SCALE: NO SCALE2 3D VIEW LOOKING WEST SCALE: 1/4" = 1'-0"5 PARTIAL THIRD FLOOR RCP EQUIPMENT LIST EXG EXISTING TO REMAIN PT-1 PAINT - INTERIOR WALLS BENJAMIN MOORE, COLOR: 912 "LINEN
WHITE", EGGSHELL PT-2 PAINT - HM DOOR AND DOOR FRAME BENJAMIN MOORE, COLOR: MATCH EXISTING, SEMI-GLOSS FINISH LEGEND (BASIS-OF-DESIGN PRODUCTS) 1 07/24/2020 ISSUE FOR DD REVIEW 2 08/14/2020
ISSUE FOR 90% REVIEW 3 08/28/2020 ISSUE FOR CONSTRUCTION DOOR / HARDWARE SCHEDULE DOOR DOOR FRAME FIRE RATING GLAZING TYPE DETAILS REMARKSDOOR LOCATION HAND PANEL SIZE ELEVATION TYPE
MATERIAL FINISH ELEVATION TYPE MATERIAL FINISH HEAD DIM. HARDWARE SET THRESHOLD WIDTH HEIGHT THICKNESS 330-1 330 TO SERVICE CORRIDOR LHR 8' - 10" 1 3/4" D HM PT-2 F HM PT-2 2" 45 MIN.
- - 1 - 5'-0" + 2'-0" C O R N E L L U N I V E R S I T Y F O U N D E D 5 6 8 1 A D FACILITIES ENGINEERING ARCHIVE BAR CODE ARCH/STRUCT: CIVIL/ENV: ELECTRICAL: MECHANICAL: DATE: FACILITY:
DESIGN: DRAWN: WWW.FCS.CORNELL.EDU IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT
IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE
OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. WARNING REVISIONS ARCHITECTURAL, STRUCTURAL, CIVIL, ENVIRONMENTAL, MECHANICAL, AND ELECTRICAL ENGINEERING 201 HUMPHREYS
SERVICE BLDG ITHACA, NEW YORK 14853-3701 343 CAMPUS ROAD ITHACA, NEW YORK 14850 DUFFIELD HALL 330 LAB RENOVATIONS P-001 12672500 GENERAL NOTES AND SYMBOL LEGENDS E. LEPORE TRF 2000
SEPTEMBER 4, 2020 PLUMBING SUBMITTAL SCHEDULE SECTION REQUIRED TITLE 220523 GENERAL DUTY VALVES FOR PLUMBING PIPING PRODUCT DATA 220529 HANGERS & SUPPORTS FOR PLUMBING PRODUCT DATA
220553 ID FOR PIPING AND EQUIPMENT PRODUCT DATA 220719 PLUMBING PIPING INSULATION PRODUCT DATA 221000 PLUMBING PIPING PRODUCT DATA 221116 DOMESTIC WATER PIPING PRODUCT DATA,TESTING
221118 PURE WATER PIPING SYSTEMS PRODUCT DATA,TESTING 223000 PLUMBING EQUIPMENT PRODUCT DATA, MANUFACTURERS INSTRUCTIONS, O&M 224500 LABORATORY PLUMBING FIXTURES AND TRIM PRODUCT DATA
226001 NITROGEN PIPING SYSTEMS PRODUCT DATA,TESTING 226113 LABORATORY COMPRESSED AIR PIPING PRODUCT DATA,TESTING 226213 LABORATORY VACUUM PIPING PRODUCT DATA,TESTING 226653 LAB WASTE
& LAB VENT PIPING PRODUCT DATA,TESTING PLUMBING SCOPE OF WORK 1.0 EXTEND EXISTING LAB PLUMBING SERVICES TO RESEARCH EQUIPMENT. 2.0. PROVIDE AN ADA SINK FAUCET. 3.0 PROVIDE A QUALITY
WATER FAUCET. 4.0 PROVIDE AN EMERGENCY EYEWASH. PLUMBING FIXTURE SCHEDULE & SPEC TAG COMPONENTS MANUFACTURER MODEL DESCRIPTION MATERIAL FINISH / COLOR COLD WATER HOT WATER RODI WASTE
/ SANITARY VENT STANDARDS EW-330 EMERGENCY EYEWASH BRADLEY S19274HDB SWING-DOWN BRASS CHROME PLATED 1/2" 1/2" ADA COMPLIANT F1-330 DOMESTIC WATER FAUCET WATERSAVER L412VB-BH MIXING,
GOOSENECK BRASS CHROME PLATED 1/2" 1/2" 1-1/2" 1-1/2" ADA COMPLIANT F2-330 QUALITY WATER FAUCET WATERSAVER L7833 POLYPROPYLENE LINED, 6" RISER BRASS CHROME PLATED 1/2" ADA COMPLIANT
PIPING ACCESSORIES SCHEDULE AND SPECIFICATIONS TAG DEVICE BOD MANUFACTURER MODEL CAPACITY SPECIFICATIONS G-1 TUBE FITTING (N2/CA/VAC) SWAGELOK SS-400-1-4 N/A STAINLESS STEEL, MALE CONNECTOR,
WITH 1/4" TUBE OD END AND 1/4" MALE NPT END PRV1-330 PRESSURE REGULATING ASSEMBLY WATERSAVER L3173-366-758WS 300 PSIG INLET HORIZONTAL ASSEMBLY, BRASS BODY WITH NEOPRENE DIAPHRAGM,
0-125 PSIG OUTLET RANGE, REMOVABLE QUICK CONNECT FITTING. PRV2-330 PRESSURE REGULATING ASSEMBLY WATERSAVER L2873-366V-758WS 300 PSIG WOG VERTICAL ASSEMBLY, BRASS BODY WITH NEOPRENE
DIAPHRAGM, 0-125 PSIG OUTLET RANGE, REMOVABLE QUICK CONNECT FITTING. V-1 SHUT-OFF BALL VALVE(WATER/AIR SERVICE) WATTS B6000-SS 300 PSIG WOG MSS SP-110, 2-PIECE, STANDARD PORT, BRONZE
BODY, 316 SS BALL & STEM, PTFE OR TFE SEAT V-2 SHUT-OFF BALL VALVE (N2) SWAGELOK SS-45S8 2500 PSIG STAINLESS STEEL, 1-PIECE, 1/2" SWAGELOK TUBE FITTING ENDS. V-3 SHUT-OFF BALL VALVE
(RODI) HAYWARD TB SERIES 125 PSIG ASTM D1784, MSS SP-122, UNION TYPE WITH SOCKET ENDS PLUMBING GENERAL NOTES 1.0 DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS
AND WORK INCLUDED IN THE CONTRACT. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. IF DIMENSIONS OR CONDITIONS ARE FOUND TO BE IN CONFLICT WITH THE DRAWINGS, THE CONTRACTOR SHALL IMMEDIATELY
REFER THE CONFLICT TO THE ENGINEER. 2.0 UTILITY SHUTDOWNS: SHUTDOWN OF ANY BUILDING UTILITY SYSTEM SHALL BE COORDINATED WITH CUSTOMER SERVICE AT PH: 607-255-5322. THE CONTRACTOR SHALL
BEAR THE COST OF THE UTILITY SHUTDOWN. SCHEDULE WORK TEN DAYS IN ADVANCE AND NOTIFY THE OWNER'S REPRESENTATIVE TO COORDINATE BUILDING FUNCTIONS WITH THE BUILDING COORDINATOR. 3.0 WORK
IS REQUIRED IN VARIOUS PORTIONS OF THE FACILITY TO EXECUTE WORK OF OTHER TRADES (EG ELECTRICAL, MECHANICAL). ALTHOUGH NOT NECESSARILY SHOWN ON DRAWINGS, WORK IS REQUIRED IN THESE AREAS
CONSISTING OF REMOVAL / REPLACEMENT OF CEILINGS, WALLS, FINISHES, PAVEMENT AND OTHER CONSTRUCTION AS NECESSARY TO PERFORM WORK AND RESTORE THESE SPACES OR AREAS TO ORIGINAL CONDITION.
4.0 ALL PENETRATIONS THROUGH FULL HEIGHT WALLS ARE TO BE FIRESTOPPED IN ACCORDANCE WITH UL STANDARDS. ALL GAPS AND JOINTS AT RATED FLOORS, ROOFS AND WALLS ARE TO BE FIRE AND SMOKE STOPPED.
CAPS AND JOINTS INCLUDE (BUT ARE NOT LIMITED TO) TOP OF WALL TO FLOOR OR ROOF DECK, WALL TO BEAMS, AND CONTROL OR EXPANSION JOINTS. FIRESTOPPING INCLUDES BOTH FORM OR PACKING MATERIAL
AND THE FILL, VOID OR CAVITY MATERIAL. 5.0 INSTALL EQUIPMENT TO ENSURE PROPER ACCESS TO CONTROL DEVICES AND WITH SUFFICIENT SPACE TO PERFORM ROUTINE MAINTENANCE AND REPAIR. EQUIPMENT
THAT IS NOT INSTALLED WITH THIS REQUIREMENT IN MIND SHALL BE RELOCATED AT NO EXPENSE TO THE UNIVERSITY UNTIL DEFICIENCIES ARE CORRECTED. 6.0 ALL SYSTEM TESTING SHALL BE CONDUCTED PRIOR
TO INSULATION, FIREPROOFING, AND ENCLOSURE IN SHAFTS. ANY RESTORATION WORK REQUIRED AS A RESULT OF DISTURBING FINISHES OR STRUCTURE IN ORDER TO ACCESS SYSTEMS REQUIRING REPAIR SHALL
BE AT NO COST TO THE UNIVERSITY. 7.0 VERIFY FINAL EQUIPMENT/FIXTURE LOCATIONS FOR ROUGHING-IN. 8.0 ANY FIRESTOPPING DISTURBED DURING THE COURSE OF WORK SHALL BE REPAIRED TO MAINTAIN
A 2-HOUR FIRE RATING. 9.0 THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO FORM A COMPLETE, FUNCTIONING SYSTEM. ITEMS NOT SPECIFICALLY MENTIONED,
BUT WHICH ARE INHERENTLY NECESSARY TO MAKE A COMPLETE WORKING INSTALLATION SHALL BE PROVIDED. PLUMBING PIPING SCHEDULE AND SPECIFICATIONS PIPE SERVICE ABBREVIATION MATERIAL FITTINGS
JOINT INSULATION THICKNESS (IN) CONDUCTIVITY (BTU-IN/HR-FT^2-DEGF) MEAN TEMP (DEG F) MATERIAL DOMESTIC COLD WATER DCW ASTM B88 TYPE L COPPER ASTM B16.22 STD WROUGHT COPPER ASTM B32
SOLDER, LEAD FREE 1 0.22-0.27 75 TYPE A DOMESTIC HOT WATER DHW ASTM B88 TYPE L COPPER ASTM B16.22 STD WROUGHT COPPER ASTM B32 SOLDER, LEAD FREE 1 0.22-0.27 75 TYPE A NITROGEN N2 ASTM
A269 316L STAINLESS STEEL ASTM A162 316L STAINLESS STEEL COMPRESSION N/A N/A N/A N/A LAB WASTE & VENT LW/LV ASTM D4101 ASTM D635 POLYPROPYLENE, SCH 40 ASTM A162 316L STAINLESS STEEL
COMPRESSION N/A N/A N/A N/A COMPRESSED AIR CA ASTM B88 TYPE L COPPER ASTM B16.22 STD WROUGHT COPPER ASTM B32 SOLDER, LEAD FREE N/A N/A N/A N/A REVERSE OSMOSIS DEIONIZED WATER RODI ASTM
F441, CPVC, SCH 80 ASTM F439 SOCKET TYPE SOCKET N/A N/A N/A N/A VACUUM VAC ASTM B88 TYPE L COPPER ASTM B16.22 STD WROUGHT COPPER ASTM B32 SOLDER, LEAD FREE N/A N/A N/A N/A 1 07/24/2020
ISSUE FOR DD REVIEW 2 08/14/2020 ISSUE FOR 90% CD REVIEW 3 09/4/2020 ISSUE FOR CONSTRUCTION 1 2 3 1/2" N2 1 1/4" TW 3/4" VAC 1 1/4" RODI 1 1/4" RODI 1/2" N2 1/2" CA 1/2" DCW 1/2" DHW
3 330 4 5 5 2" LV 1 1/4" TW 3/4" VAC 1 1/4" RODI 1 1/4" RODI 1/2" N2 1/2" CA 1/2" DCW 1/2" DHW 1/2" N2 3/4" VAC 1/2" CA 4 5 7 7 7 VAC N2 CA CW RODI VAC VAC N2 CA 330 8 3/4" VAC 1/2"
N2 1/2" CA 9 1 1/4" RODI 1 1/4" RODI 10 1/2" CA 1/2" N2 3/4" VAC 3/4" VAC 1/2" N2 1/2" CA 4 1/2" DCW 2" LV (E) 11 P-101 4 10 REFER TO ADA FUME HOOD ELEVATION 3/M-101 FOR PLUMBING TO
FUME HOOD REFER TO 5/P-101 FOR RODI PIPING CONTINUATION 6 P-101 PRV2-330 PRV2-330 V-1 N2 CA VAC PRV2-330 PRV2-330 V-1 N2 CA VAC PRV2-330 PRV2-330 V-1 N2 CA 11 3 M-101 234 4" LW (E)
4" LW (E) 1-1/2" LW RISER TO THIRD FLOOR FUME HOOD CUP SINK 12 3 2 F1-330 F2-330 EW-330 1 1/2" CA (E) RODI FAUCET LAB SINK FAUCET EYEWASH 1-1/4" TW (E) 1/2" CW (E) 1-1/4" RODI 6 1/2"
DWH (E) 13 FUME HOOD LAB SINK 10 1-1/4" BUILDING RODI LOOP (E) 1-1/4" BUILDING RODI LOOP EXTEND 1-1/4" BUILDING RODI LOOP TO FUME HOOD VALVE AND CAP REMOVED 1/2" RODI LOOP PIPING AT
MAINS 10 V-3 V-3 V-3 3/4" VAC 1/2" N2 1/2" CA PRV1-330 V1 E9 MILL UTILITY SERVICE RACK (E) CENTER ISLAND/ MOVABLE TABLES DROP CEILING (E) 5 PROVIDE SPLIT-RING ESCUTCHEON AT PIPING PENETRATIONS
THROUGH CEILING (TYP FOR 3) MOUNT PIPING TO EXISTING SERVICE RACK FRAME (TYP FOR 3) TERMINATE PIPING SERVICES WITH SWAGELOK 1/4" FITTING FOR CONNECTION BY OTHERS (TYP FOR 3) V1 V2 C
O R N E L L U N I V E R S I T Y F O U N D E D 5 6 8 1 A D FACILITIES ENGINEERING ARCHIVE BAR CODE ARCH/STRUCT: CIVIL/ENV: ELECTRICAL: MECHANICAL: DATE: FACILITY: DESIGN: DRAWN: WWW.FCS.CORNELL.EDU
IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS
ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC
DESCRIPTION OF THE ALTERATION. WARNING REVISIONS ARCHITECTURAL, STRUCTURAL, CIVIL, ENVIRONMENTAL, MECHANICAL, AND ELECTRICAL ENGINEERING 201 HUMPHREYS SERVICE BLDG ITHACA, NEW YORK
14853-3701 343 CAMPUS ROAD ITHACA, NEW YORK 14850 DUFFIELD HALL 330 LAB RENOVATIONS P-101 12672500 PARTIAL SECOND AND THIRD FLOOR PLUMBING FLOOR PLANS E. LEPORE TRF 2000 SEPTEMBER
4, 2020 SCALE: 1/4" = 1'-0"1 PARTIAL THIRD FLOOR PLUMBING DEMOLITION PLAN SCALE: 1/4" = 1'-0"2 PARTIAL THIRD FLOOR PLUMBING CONSTRUCTION PLAN P-101 KEYED DEMOLITION NOTES 1 DISCONNECT
DCW, DHW, AND TEPID WATER AT LAB SINK TO SUPPORT RECONNECTING AN ADA HEIGHT SINK. REMOVE EXISTING 1/2" RODI PIPING AND REFER TO RENOVATION NOTES FOR RODI SUPPLY TO FAUCET F2-330. 2
DISCONNECT 1-1/2" LAB WASTE AND TRAP TO SUPPORT RECONNECTING AN ADA HEIGHT SINK. 3 CUT AND PATCH WALL AS REQUIRED TO REMOVE 1/2" COMPRESSED AIR. PATCH WALL TO MATCH EXISTING. 4 REMOVE
1/2" NITROGEN DROP ON WALL. RETAIN ISOLATION VALVE AND HOLD ON SITE FOR REUSE. 5 DISCONNECT AND REMOVE EXISTING 1/2" RODI LOOP IN UTILITY CORRIDOR. VALVE AND CAP PIPING AT MAINS. PATCH
WALL TO MAINTAIN EXISTING 2 HOUR FIRE RATING. P-101 KEYED RENOVATION NOTES 1 1/2" COMPRESSED AIR - CAP AND SEAL. 2 RECONNECT EXISTING 1/2" DCW AND 1/2" DHW TO ADA SINK FAUCET F1-330.
RECONNECT EXISTING 1/2" TEPID WATER TO EYEWASH EW-300. 3 RECONNECT LAB SINK DRAIN TO EXISTING LAB WASTE SYSTEM WITH 1-1/2" DRUM TRAP. 4 CONNECT TO EXISTING 1/2" COMPRESSED AIR AND 3/4"
VACUUM. 5 UTILITY RACK GAS MANIFOLD. REFER TO ELEVATION 6/P-101. 6 PROVIDE AND INSTALL ADA FAUCET, QUALITY WATER FAUCET AND SURFACE MOUNT EYE-WASH. SINK BY OTHERS. REFER TO P-001 PLUMBING
FIXTURE SCHEDULE. 7 DROP LAB GAS SERVICES TO WORK SURFACE. INSTALL PRESSURE REGULATOR ASSEMBLY ON COMPRESSED AIR AND NITROGEN SERVICES. TERMINATE VACUUM, COMPRESSED AIR, AND NITROGEN
SERVICES WITH 1/4" SWAGELOK CONNECTIONS. FINAL CONNECTION TO EQUIPMENT BY OTHERS. 8 OFFSET EXISTING 1/2" NITROGEN OVER TO LOCATION SHOWN. REINSTALL ISOLATION VALVE, PROVIDE REGULATOR
ASSEMBLY, AND TERMINATE WITH 1/4" SWAGELOK CONNECTOR AT WORK SURFACE. 9 CONNECT LAB GAS AND WATER SERVICES TO ADA FUME HOOD WITH FLEXIBLE CONNECTIONS CAPABLE OF ADJUSTABLE HEIGHT HOOD
FULL RANGE OF MOTION. 10 EXTEND 1-1/4" RO/DI LOOP AND 1/2" DCW TO NEW FUME HOOD. PROVIDE FLEXIBLE CONNECTION CAPABLE OF ADJUSTABLE HEIGHT HOOD FULL RANGE OF MOTION. REFER TO 5/P-101
FOR RODI PIPING SCHEMATIC. 11 PROVIDE 1-1/2" LAB WASTE CONNECTION TO HOOD CUP SINK. PROVIDE DRUM TRAP AND ADJUSTABLE HEIGHT TAILPIECE. CONNECT 1-1/2" LAB VENT AND DROP 1-1/2" LAB WASTE
DOWN THROUGH FLOOR WITH 2-HOUR RATED PENETRATION SYSTEM. CUP SINK AND HOOD BY OTHERS. REFER TO DETAIL 3/M-101. 12 CONNECT 1-1/2" CUP SINK DRAIN TO EXISTING 4" LAB WASTE PIPING ABOVE
SECOND FLOOR CEILING. CORE DRILL OPENING THROUGH THIRD FLOOR SLAB AS REQUIRED TO ROUTE PIPING TO SECOND FLOOR. FIRESTOP PIPING PENETRATION TO MAINTAIN FLOOR RATING. FIELD VERIFY PENETRATION
LOCATION AND COORDINATE WITH EXISTING STRUCTURE/UTILITES. CONTRACTOR RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF EXISTING CEILING TILES. PROVIDE AND INSTALL NEW TILES THAT BECOME DAMAGED.
PROVIDE TEMPORARY PROTECTION FROM DUST AND DAMAGE TO THE LAB SPACE AND EQUIPMENT BELOW. COORDINATE WITH FACILITY MANAGER AND 234 LAB MANAGER PRIOR TO COMMENCEMENT WORK. 13 PROVIDE 1-1/4"
RODI LOOP DROP ALONG WALL. PROVIDE 1/2" RODI SUPPLY TO QUALITY WATER FAUCET F2-330. ROUTE PIPING THROUGH CABINET/SINK COUNTERTOP TO AS REQUIRED TO ROUTE PIPING TO FAUCET. # # 0' 2'
4' 8' SCALE: 1/4"=1'-0" SCALE: 1/4" = 1'-0"3 PARTIAL SECOND FLOOR PLUMBING CONSTRUCTION PLAN 1 07/24/2020 ISSUE FOR DD REVIEW 2 08/14/2020 ISSUE FOR 90% CD REVIEW 3 09/4/2020 ISSUE
FOR CONSTRUCTION SCALE: 1/2" = 1'-0"4 ADA LAB SINK LAYOUT NOT TO SCALE5 RODI WATER PIPING SCHEMATIC DETAIL 0' 1' 2' 4' SCALE: 1/2"=1'-0" SCALE: 1/2" = 1'-0"6 LAB SERVICE CONNECTIONS
ELEVATION C O R N E L L U N I V E R S I T Y F O U N D E D 5 6 8 1 A D FACILITIES ENGINEERING ARCHIVE BAR CODE ARCH/STRUCT: CIVIL/ENV: ELECTRICAL: MECHANICAL: DATE: FACILITY: DESIGN:
DRAWN: WWW.FCS.CORNELL.EDU IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY
WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF
SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. WARNING REVISIONS ARCHITECTURAL, STRUCTURAL, CIVIL, ENVIRONMENTAL, MECHANICAL, AND ELECTRICAL ENGINEERING 201 HUMPHREYS
SERVICE BLDG ITHACA, NEW YORK 14853-3701 343 CAMPUS ROAD ITHACA, NEW YORK 14850 DUFFIELD HALL 330 LAB RENOVATIONS M-001 12672500 GENERAL NOTES AND SYMBOL LEGENDS E. LEPORE TRF 2000
SEPTEMBER 4, 2020 MECHANICAL ABBREVIATIONS BCU BLOWER COIL UNIT CHWR CHILLED WATER RETURN CHWS CHILLED WATER SUPPLY CC CLEAN CONDENSATE CO CLEAN OUT CS CLEAN STEAM CD CONDENSATE DRAIN
EA EXHAUST AIR EAG EXHAUST AIR GRILLE FD FIRE DAMPER GWR GLYCOL HEATING RETURN GWS GLYCOL HEATING SUPPLY HPR HIGH PRESSURE STEAM RETURN HPS HIGH PRESSURE STEAM SUPPLY HWR HOT WATER
HEATING RETURN HWS HOT WATER HEATING SUPPLY LPC LOW PRESSURE CONDENSATE LPS LOW PRESSURE STEAM MU MAKE UP WATER MPC MEDIUM PRESSURE CONDENSATE MPS MEDIUM PRESSURE STEAM NG NATURAL GAS
PCWR PROCESS CHILLED WATER RETURN PCWS PROCESS CHILLED WATER SUPPLY HG REFRIGERANT HOT GAS RL REFRIGERANT LIQUID RS REFRIGERANT SUCTION RAG RETURN AIR GRILLE SA SUPPLY AIR SAD SUPPLY
AIR DIFFUSER VD VOLUME DAMPER MECHANICAL SYMBOLOGY AIRFLOW BACKFLOW PREVENTER BALANCE VALVE BALL VALVE BOTTOM PIPE CONNECTION BUTTERFLY VALVE CAP OR PLUG CHECK VALVE CIRCULATING PUMP
DIRECTION OF FLOW DUCT AIRFLOW DUCT DOWN (EXHAUST OR RETURN) DUCT DOWN (SUPPLY) FIRE AND SMOKE DAMPER IN DUCT FIRE DAMPER IN DUCT FLANGE CONNECTION FLEX CONNECTOR FLEXIBLE CONNECTION
FLEXIBLE DUCT FLOW METER FLOW SWITCH FUSIBLE LINK VALVE GLOBE VALVE MANUAL AIRVENT ORIFICE METER PIPE DOWN PIPE UP PIPING REDUCER (CONCENTRIC) PIPING REDUCER (ECCENTRIC) PRESSURE GAUGE
PRESSURE OR TEMPERATURE PETES PLUG PRESSURE REDUCING VALVE PRESSURE SWITCH RECTANGULAR ELBOW RECTANGULAR ELBOW WITH TURNING VANES RELIEF VALVE SMOKE DAMPER IN DUCT SOLENOID VALVE STANDARD
BRANCH DUCT STEAM TRAP STRAINER (DUPLEX) STRAINER WITH BLOWDOWN VALVE AND CAP SUPPLY THROUGH NEXT FLOOR OR ROOF TEMPERATURE WELL THERMOMETER THERMOMETER (DIAL) TOP PIPE CONNECTION TRIPLE
DUTY VALVE UNION CONNECTION VACUUM BREAKER VOLUME DAMPER IN DUCT CONTROL SYMBOLOGY 2-WAY CONTROL VALVE, DIGITAL 2-WAY CONTROL VALVE, PNEUMATIC 3-WAY CONTROL VALVE, DIGITAL 3-WAY CONTROL
VALVE, PNEUMATIC ADDRESSABLE OUTPUT MODULE (FIRE ALARM INTERFACE) AIRFLOW CONTROL VALVE (VENTURI OR VORTEX SHEDDING) AVERAGING SENSOR BINARY POINT BUTTERFLY CONTROL DAMPER CARBON DIOXIDE
SENSOR CONDENSATE SENSOR CURRENT SENSOR DEW-POINT SENSOR DIFFERENTIAL PRESSURE SENSOR DIFFERENTIAL PRESSURE SENSOR ELECTRIC TO PNEUMATIC SWITCH ELECTRIC TO PNEUMATIC TRANSDUCER END
SWITCH FLOW ELEMENT (METER) FLOW SENSOR HIGH LEVEL SWITCH HUMIDSTAT SENSOR LIQUID IMERSION TEMPERATURE SENSOR LOW LEVEL SWITCH MODULATING MOTOR MOTOR STARTER NETWORK COMMUNICATION POINT,
BACnet MSTP OCCUPANCY SENSOR OPEN/CLOSE OPPOSED BLADE CONTROL DAMPER PARALLEL BLADE CONTROL DAMPER PNEUMATIC THERMOSTAT PRESSURE SENSOR PRESSURE SWITCH RELATIVE HUMIDITY SENSOR RELAY
ROOM TEMPERATURE SENSOR WITH ADJUSTABLE THERMOSTAT ROOM TEMPERATURE SENSOR WITH OCCUPANCY OVERRIDE ROOM TEMPERATURE SENSOR WITH ON/OFF SWITCH ROOM TEMPERATURE SENSOR WITH VISUAL DISPLAY
ROTATION DETECTOR SINGLE POINT SENSOR SMOKE DETECTOR SPEED COMMAND START/STOP STATIC PRESSURE SENSOR SWITCH TEMPERATURE SENSOR TEMPERATURE SENSOR TEMPERATURE SENSOR WITH ADJUSTABLE
SETPOINT GENERAL DRAWING SYMBOLOGY DEMOLISHED WORK EXISTING PIPING TO REMAIN EXISTING TO REMAIN EXISTING WORK TO REMAIN NEW WORK POINT OF CONNECTION POINT OF DISCONNECTION CONTROL ABBREVIATIONS
AI ANALOG INPUT AO ANALOG OUTPUT AV ANALOG VALUE BI BINARY INPUT BO BINARY OUTPUT BV BINARY VALUE F.L. FAIL LAST N.C. NORMALLY CLOSED N.O. NORMALLY OPEN VFD VARIABLE FREQUENCY DRIVE
MECHANICAL SCOPE OF WORK 1.0 PROVIDE VENTILATION SYSTEM (SUPPLY AND EXHAUST) UPGRADES AS REQUIRED TO ACCOMODATE PROPOSED RESEARCH FOR THE DUFFIELD 330 CIRA LAB. 2.0 INTEGRATE VENTILATION
CONTROLS INTO THE EXISTING BUILDING MANAGEMENT SYSTEM. 3.0 PROVIDE AN ADA FUME HOOD. 4.0 PROVIDE PROCESS EXHAUST FOR INDIVIDUAL RESEARCH EQUIPMENT. 5.0 SELECTIVE DEMOLITION OF EXISTING
SUPPLY AND EXHAUST DISTRIBUTION SYSTEMS TO ACCOMODATE UPGRADES. MECHANICAL GENERAL NOTES 1.0 ALL DUCT DIMENSIONS INDICATED ARE IN INCHES, AND ARE INSIDE FREE AND CLEAR DIMENSIONS. 2.0
PNEUMATIC TERMINATIONS: IF COPPER: DEMO BACK TO MAIN AND PROVIDED SOLDERED END CAP IF POLY: DEMO BACK TO MAIN AND PROVIDE BRASS PLUG DO NOT USE SHEETMETAL SCREW OR BEND OVER END
OF COPPER TUBE. 3.0 INSTALL EQUIPMENT TO ENSURE PROPER ACCESS TO CONTROL DEVICES AND WITH SUFFICIENT SPACE TO PERFORM ROUTINE MAINTENANCE AND REPAIR. EQUIPMENT THAT IS NOT INSTALLED
WITH THIS REQUIREMENT IN MIND SHALL BE RELOCATED AT NO EXPENSE TO THE UNIVERSITY UNTIL DEFICIENCIES ARE CORRECTED. 4.0 ALL SYSTEM TESTING SHALL BE CONDUCTED PRIOR TO INSULATION, FIREPROOFING,
AND ENCLOSURE IN SHAFTS. ANY RESTORATION WORK REQUIRED AS A RESULT OF DISTURBING FINISHES OR STRUCTURE IN ORDER TO ACCESS SYSTEMS REQUIRING REPAIR SHALL BE AT NO COST TO THE UNIVERSITY.
5.0 CUTTING AND PATCHING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING, FITTING, AND PATCHING TO COMPLETE THE WORK. WHERE EXISTING CONSTRUCTION IS REMOVED, CAUSING AN EXPOSURE
OF UNFINISHED AND/OR DAMAGED SURFACES, RESULTING SURFACES SHALL BE RECONSTRUCTED WITH MATERIALS TO MATCH FINISHED AREAS. 6.0 ANY FIRESTOPPING DISTURBED DURING THE COURSE OF WORK SHALL
BE REPAIRED TO MAINTAIN A 2-HOUR FIRE RATING. 7.0 TESTING AND BALANCING: THE CONTRACTOR SHALL BALANCE ALL AIR SYSTEMS AS INDICATED. SUBMIT RESULTS OF TESTING AND BALANCING ON STANDARD
TAB CONTRACTOR'S FORMS TO THE ENGINEER FOR REVIEW. SYSTEMS SHALL BE BALANCED TO WITHIN +/- 10% OF DESIGN VALUES. FINAL BALANCING SHALL OCCUR AFTER ALL LEAKS IN THE BUILDING ENVELOPE
HAVE BEEN IDENTIFIED AND SEALED. 8.0 SEAL ALL PIPE, GRILLE, DIFFUSER, DUCT, CONDUIT PENETRATIONS WITH APPROPRIATE MATERIALS (CAULK, FOAM, ETC,) THAT ARE IMPENETRABLE TO THE CONTAINED
ORGANISMS AND WITHSTAND REPEATED DECONTAMINATIONS WITH CLEANING AGENTS. MECHANICAL SUBMITTAL SCHEDULE SECTION TITLE REQUIRED 230000 HEATING, VENTILATING & AIR-CONDITIONING 230517 SLEEVES
AND SLEEVE SEALS FOR HVAC PIPING PRODUCT DATA 230518 ESCUTCHEON FOR HVAC PIPING PRODUCT DATA 230523 GENERAL DUTY VALVES FOR HVAC PIPING PRODUCT DATA 230529 HANGERS & SUPPORTS FOR HVAC
PRODUCT DATA 230553 IDENTIFICATION FOR HVAC COMPONENTS PRODUCT DATA 230593 TESTING, ADJUSTING & BALANCING FOR HVAC QUALIFICATIONS, INSPECTION AND TEST REPORTS 230700 HVAC INSULATION
PRODUCT DATA 230719 HVAC PIPING & EQUIPMENT INSULATION PRODUCT DATA 230900 INSTRUMENTATION & CONTROL FOR HVAC PRODUCT DATA, MANUFACTURERS INSTRUCTIONS, O&M 230920 ANALOG LABORATORY
CONTROL PRODUCT DATA, MANUFACTURERS INSTRUCTIONS, O&M 230923 DIRECT DIGITAL CONTROL SYSTEM FOR HVAC PRODUCT DATA, MANUFACTURERS INSTRUCTIONS, O&M 230924 AUTOMATION & CONTROL SYSTEM
PRODUCT DATA, MANUFACTURERS INSTRUCTIONS, O&M 232113 HYDRONIC PIPING PRODUCT DATA 233113 METAL DUCTS PRODUCT DATA 233116 NONMETAL DUCTS PRODUCT DATA, MANUFACTURERS INSTRUCTIONS, O&M
233300 AIR DUCT ACCESSORIES PRODUCT DATA 233600 AIR TERMINAL UNITS PRODUCT DATA, MANUFACTURERS INSTRUCTIONS, O&M 233700 AIR OUTLETS AND INLETS PRODUCT DATA 1 07/24/2020 ISSUE FOR DD
REVIEW 2 08/14/2020 ISSUE FOR 90% CD REVIEW 3 09/4/2020 ISSUE FOR CONSTRUCTION 1 1 1 2 2 2 2 2 24x8 EA 48x18 EA 42x18 12x12 SA DUCT MAIN ABOVE CORRIDOR CEILING (E) EA DUCT MAIN IN UTILITY
CORRIDOR (E) EG-330 (E) SD1-330 (E) SD2-330 (E) SD3-330 (E) SD4-330 (E) 3 VAV-53 (D) VAV-54 (D) ROOM TS (E) 2 1" HWS 1" HWR 330 EAV-330-1 4' ADA FUME HOOD EAV-330-2 24x8 EA(E) 48x18
EA(E) 1344 CFM 1130 CFM 1 130 CFM 2 25 CFM 25 CFM 4 150 CFM 8ø EA 3ø EA 3ø EA 6ø EA 10ø EA 12ø EA 6495 CFM 16x12 EA 20x16 EA 10ø EA EAV-330-3 7 42x18 18x14 SAV-330-1 RHC-330 8 9 14
9 E8 LASER CUTTER E4 VACUUM PUMP 2 E3 VACUUM PUMP 1 E11 ELECTROSPINNING STATION E12 3D PRINTER E9 MILL 350 CFM 8ø 10x6 8ø 8ø 10 11 EAV-330-4 9 12x8 VD VD 12 13 328 CFM 13 328 CFM 13
328 CFM 5 136 CFM SD5-330 SD1-330 (E) SD2-330 (E) SD3-330 (E) SD4-330 (E) 15 329 CFM 16 10ø 8ø VD VD VD 18x14 10 10 12 3 M-101 6ø EA VD 10ø 6ø 26 ROOM TS (E) 3 1" HWS 1" HWR 2 M-501
2 MANUAL VENTILATION SHUTOFF SWITCH 27 16ø 8ø 28 200 CFM VD VD 24x8 29 30100 CFM 10ø 6ø 6ø VD 3RD FLOOR 34' - 0" PENTHOUSE LEVEL 50' - 0" 3RD FLOOR 34' - 0" VAC N2 CA 17 ADA FUME HOOD
18 19 20 21 22 23 25 24 1 1/2" LV 1/2" DCW 1 1/4" RODI 1 1/4" RODI 1/2" CA 1/2" N2 3/4" VAC 10ø 8ø 1-1/2" LW 4" LW (E) DCW RODI COORDINATION NOTE: HOOD (PROVIDED BY OTHERS) TO BE PROVIDED
WITH INTERNAL PLUMBING, VALVES, AND FIXTURES FROM THE FACTORY MEETING SPECIFICATIONS AS OUTLINED ON THE PLUMBING PLANS. INTERNAL PLUMBING TO INCLUDE THE FOLLOWING: -VAC -N2 WITH HOOD
MOUNTED REGULATOR ASSEMBLY -CA WITH HOOD MOUNTED REGULATOR ASSEMBLY -DCW WITH VACUUM BREAKER AND GOOSENECK TO CUPSINK -RODI WITH VACUUM BREAKER AND GOOSENECK TO CUPSINK 28 C O R N E
L L U N I V E R S I T Y F O U N D E D 5 6 8 1 A D FACILITIES ENGINEERING ARCHIVE BAR CODE ARCH/STRUCT: CIVIL/ENV: ELECTRICAL: MECHANICAL: DATE: FACILITY: DESIGN: DRAWN: WWW.FCS.CORNELL.EDU
IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS
ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC
DESCRIPTION OF THE ALTERATION. WARNING REVISIONS ARCHITECTURAL, STRUCTURAL, CIVIL, ENVIRONMENTAL, MECHANICAL, AND ELECTRICAL ENGINEERING 201 HUMPHREYS SERVICE BLDG ITHACA, NEW YORK
14853-3701 343 CAMPUS ROAD ITHACA, NEW YORK 14850 DUFFIELD HALL 330 LAB RENOVATIONS M-101 12672500 PARTIAL THIRD FLOOR MECHANICAL FLOOR PLANS E. LEPORE TRF 2000 SEPTEMBER 4, 2020 #
0' 2' 4' 8' SCALE: 1/4"=1'-0" M-101 KEYED DEMOLITION NOTES 1 DISCONNECT AND REMOVE EXISTING GENERAL EXHAUST AIR VALVE AND ASSOCIATED ACCESSORIES. REMOVE PORTION OF EXHAUST DUCTWORK
TO PREPARE FOR RECONNECTION. 2 REMOVE EXISTING SUPPLY AIR VALVE, REHEAT COIL PIPING, REHEAT COIL CONTROL VALVE, ASSOCIATED ACCESSORIES, AND PORTION OF SUPPLY AIR DUCTWORK AS REQUIRED
FOR THE RENOVATIONS. 3 DISCONNECT AND RETAIN EXISTING SUPPLY AIR DIFFUSER. HOLD ON SITE FOR REINSTALLATION. # M-101 KEYED RENOVATION NOTES 1 PROCESS EXHAUST DROP DOWN TO EXHAUST ENCLOSURE.
PROVIDE BLAST GATE DAMPER AND BALANCE TO AIRFLOW SPECIFIED. ENCLOSURE PROVIDED BY OTHERS. 2 3" DUCT DROP TO VACUUM PUMP. TERMINATE 12" ABOVE COUNTER SURFACE. PROVIDE BLAST GATE DAMPER
AND BALANCE TO 25 CFM. 3 CONNECT TO EXISTING REHEAT HOT WATER PIPING AND EXTEND 3/4" HOT WATER SUPPLY AND HOT WATER RETURN TO REHEAT COIL. PROVIDE PIPING PER DETAIL AND BALANCE FLOW
PER SCHEDULE. 4 6" EXHAUST DUCT DROP TO SNORKEL ARM WITH 14" SNORKEL HOOD. BASIS OF DESIGN - MONOXIVENT MODEL MNX-CDH-100. SERVES 3D PRINTER AND FINISHING STATION. PROVIDE WITH BLAST
GATE DAMPER. REFER TO DETAIL 2/M-501. 5 SOLDERING IRON. LOCATION SHOWN FOR TEMPORARY STORAGE. WHEN IN USE, SOLDERING PROCESS TO BE PERFORMED INSIDE ONE OF THE EXHAUSTED ENCLOSURES OR
THE FUME HOOD. 6 10" DIA EXHAUST DROP DOWN TO ADA FUME HOOD. PROVIDE BLAST GATE DAMPER. CONNECT TO HOOD WITH FLEXIBLE METAL DUCT. REFER TO DETAIL 3/M-101. FUME HOOD PROVIDED BY OTHERS
7 PROVIDE 8"DIA RIGID METAL DUCT ALONG WALL DOWN TO LASER. PROVIDE FLEX DUCT CONNECTION AT LASER. 3 FOOT MAX LENGTH OF FLEX. 8 PROVIDE SUPPLY AIR VALVE AND REHEAT COIL. CONNECT DIGITAL
CONTROL TO BMS. 9 PROVIDE EXHAUST AIR VALVE. CONNECT DIGITAL CONTROL TO BMS. 10 FIRE STOP DUCT PENETRATION TO MATCH EXISTING CORRIDOR WALL RATING. 11 FUME FILTER/FAN COMBINATION - FUMEX
MODEL FA5. FUME FILTER/FAN BY OTHERS. MECHANICAL CONTRACTOR TO PROVIDE DUCT AND CONTROL CONNECTIONS. PROVIDE FLEX DUCT CONNECTIONS AT THE FUME FILTER/FAN 3' MAX LENGTH FLEX ON INLET
AND OUTLET. POWER BY ELECTRICAL CONTRACTOR. 12 EXHAUSTED ENCLOSURE PROVIDED BY OWNER. PROVIDE GLYCOL SMOKE TEST. AFTER APPROVED TESTING AND BALANCING OF THE PROCESS EXHAUST, CONTACT
EHS, MECHANICAL ENGINEER, BALANCER AND CONTROLS CONTRACTOR WITH TWO WEEKS NOTICE TO SCHEDULE A GLYCOL SMOKE TEST OF THE EXHAUSTED ENCLOSURE TO VERIFY THE CAPTURE VELOCITY. PROVIDE VIDEO
DOCUMENTING OF GLYCOL SMOKE TEST. UNSATISFACTORY TESTING WILL REQUIRE REBALANCING OF THE ENCLOSURE AT THE TIME OF TESTING. INCREASE EXHAUST AIRFLOW AND CAPTURE VELOCITY AS NECESSAR
FOR A SATISFACTORY TEST. SIGN-OFF BY EHS AND ENGINEER IS REQUIRED AT THE CONCLUSION OF THIS TEST. 13 REBALANCE EXISTING CEILING SUPPLY DIFFUSER TO 328 CFM. 14 PROVIDE NEW FUME HOOD
EXHAUST AIR VALVE AND CONNECT TO EXISTING BUILDING AUTOMATION AND CONTROL SYSTEM. PROVIDE FUME HOOD CONTROLLER AND SASH POSITION SENSORS. 15 REINSTALL EXISTING CEILING SUPPLY DIFFUSER.
PROVIDE WITH MANUAL BALANCING DAMPER AND BALANCE TO AIRFLOW SHOWN. 16 TRANSITION TO RECTANGULAR NECK DIFFUSER. MODULAR CORE, 2-WAY DIFFUSER. ADJUST CORE FOR AIR PATTERN SHOWN. 17 REFER
TO ARCHITECTURAL DRAWINGS FOR ADA ACCESSIBLE FUME HOOD AND ADJUSTABLE BASE. 18 FUME HOOD WORK SURFACE SHALL BE 36-INCHES ABOVE FINISH FLOOR FOR NON-ADA HEIGHT AND 30-INCHES ABOVE FINISH
FLOOR FOR ADA HEIGHT. 19 PROVIDE 1-1/2" DRUM TRAP. PROVIDE SUFFICIENT PIPE ON INLET TO ALLOW 6" OF WORKSURFACE ADJUSMENT. 20 PROVIDE 1-1/4" DRAIN FROM CUP SINK. PROVIDE SUFFICIENT
TAILPIECEON OUTLET TO ALLOW FOR 6" OF WORK SURFACE ADJUSTMENT. DRAIN IS TO BE SLEEVED WITHIN THE 1-1/2" INLET PIPE PROVIDED ON THE DRUM TRAP. 21 CONNECT 1-1/2" DRAIN TO LAB WASTE PIPING
ABOVE SECOND FLOOR CEILING. CORE DRILL OPENING THROUGH THIRD FLOOR SLAB AS REQUIRED TO ROUTE PIPING TO SECOND FLOOR. PROVIDE 2-HR RATED PENETRATION SYSTEM. FIELD VERIFY PENETRATION
LOCATION AND COORDINATE WITH EXISTING STRUCTURE/UTILITES. CUP SINK AND HOOD BY OTHERS. 22 PROVIDE 1-1/4" VENT SERVING CUP SINK DRAIN. ROUTE PIPING ALONG WALL ADJACENT TO FUME HOOD AND
CONNECT TO EXISTING 2" LAB VENT PIPING ABOVE CEILING. 23 COORDINATE INSTALLATION OF DUCT WITH SUSPENDED LAY-IN ACOUSTICAL CEILING SYSTEM. PROVIDE OPENING THROUGH TILE/GRID SUFFICIENT
FOR THE ROUNE ROUND DUCTWORK PENETRATION. 24 FLEXIBLE EXHAUST DUCT SHALL BE FLEXHAUST BENDWAY-PLUS OR EQUAL, 316Ti STAINLESS STEEL, 10-INCH ROUND NOMINAL DIMENSION. 25 FUME HOOD LAB
SERVICES CONNECTIONS. PROVIDE STAINLESS STEEL FLEXIBLE CONNECTIONS TP PRE-PIPED 26 PROVIDE DUCT ACCESS DOOR AT REHEAT COIL FOR INSPECTION AND MAINTENANCE. 27 PROVIDE MANUAL VENTILATION
SHUTOFF SWITCH, BASIS OF DESIGN PILLA ELECTRICAL ST120. SWITCH SHALL BE LABELED "VENTILATION SYSTEM EMERGENCY SHUTOFF". CONNECT TO CONTROLS OF ALL SUPPLY AND EXHAUST AIR VALVES SERVING
330. CONTROL CONTRACTOR TO PROVIDE LOW VOLTAGE CONTROL WIRE ALONG WALL SURFACE INSIDE ROOM 330. SURFACE RACEWAY SHALL BE WIREMOLD 700. FIRESTOP CONDUIT PENETRATION IN WALL AND MAINTAIN
WALL RATING. 28 DROP 8" DIA EXHAUST AIR DUCT DOWN TO FLOOR. TERMINATE 12" AFF WITH 1/2" ALUMINUM MESH. BALANCE TO 200 CFM WITH GENERAL EXHAUST VALVE IS SET TO MAX FLOW PER AIRFLOW SCHEDULE.
29 CONTROL CONTRACTOR TO PROVIDE THE LASER POWER RELAY CAT. NO. RIBU1C AT LOCATION SHOWN. COORDINATE WITH THE ELECTRICAL CONTRACTOR TO RUN NEAREST 120V POWER TO THE DEVICE. LOW VOLTAGE
WIRING BY THE CONTROL CONTRACTOR. SURFACE REACEWAY FOR THE 120V POWER SHALL BE A WIREMOLD 700. 30 DROP 6" DIA SUPPLY AIR DUCT DOWN TO FLOOR. TERMINATE 12" AFF WITH 1/2" ALUMINUM MESH.
BALANCE TO 100 CFM WHEN SUPPLY VALVE IS SET TO MAX FLOW PER AIRFLOW SCHEDULE. SCALE: 1/4" = 1'-0"1 PARTIAL THIRD FLOOR HVAC DEMOLITION PLAN SCALE: 1/4" = 1'-0"2 PARTIAL THIRD FLOOR
HVAC CONSTRUCTION PLAN SCALE: 1/2" = 1'-0"3 ADA FUME HOOD ELEVATION 1 07/24/2020 ISSUE FOR DD REVIEW 2 08/14/2020 ISSUE FOR 90% CD REVIEW 3 09/4/2020 ISSUE FOR CONSTRUCTION 0' 1' 2'
4' SCALE: 1/2"=1'-0" N.C. F AI FLOW AO MOD AO COMMAND T AI REHEAT COIL SAV-330 VERTICAL SASH POSITION SENSOR 4' FUME HOOD FUME HOOD MONITOR EAV-330-1 FLOW AIAO COMMAND SEQUENCE OF OPERATION
SYSTEM DESCRIPTION EXISTING: GENERAL EXHAUST AIR VALVE (VAV-53) SUPPLY AIR VALVE (VAV-54) DUCT MOUNTED RE-HEAT COIL ROOM TEMPERATURE SENSOR ROOM OCCUPANCY SENSOR EMERGENCY PURGE TO
BE PROVIDED: FUME HOOD EXHAUST AIR VALVE (EAV-330-1) GENERAL EXHAUST AIR VALVE (EAV-330-2) PROCESS EXHAUST AIR VALVE (EAV-330-3) LASER EXHAUST AIR VALVE (EAV-330-4) SUPPLY AIR VALVE
(SAV-330) REHEAT COIL CONTROL VALVE (CV-330-RH) GENERAL ANY REFERENCE TO "HOOD" OR "FUME HOOD" IN THIS SEQUENCE OF OPERATIONS REFERS TO THE 4' ADA FUME HOOD AND NOT TO BE CONFUSED WITH
THE (3) EXHAUSTED ENCLOSURES THAT ARE CONNECTED TO THE PROCESS EXHAUST VALVE (EAV-330-3) ALL SETPOINTS SHALL BE ADJUSTABLE. LABORATORY AIR CHANGE RATES ARE BASED ON TOTAL EXHAUST AIR
FLOW FROM THE SPACE. THIS LABORATORY IS CURRENTLY SERVED BY AN EXISTING AUTOMATED LOGIC CONTROL SYSTEM. EXISTING POINTS ARE TO BE RE-UTILIZED FOR THE NEW SEQUENCE OF OPERATION WHERE
FEASIBLE. THE BASIS OF DESIGN MAXIMUM AIRFLOWS ARE DESIGNED TO MAINTAIN A 100 FPM FACE VELOCITY AT THE FUME HOOD. HOWEVER, IT MAY BE POSSIBLE TO OPERATE THE FUME HOOD WITH A FACE VELOCITY
OF 80 FPM. THIS WILL BE DETERMINED AT THE TIME OF FUME HOOD CERTIFICATION. THE BACS CONTRACTOR WILL BE RESPONSIBLE FOR BEING ON-SITE DURING FUME HOOD CERTIFICATION, AND RE-PROGRAM AS
NEEDED TO RESET THE AIRFLOW SETPOINTS BASED ON THE CERTIFICATION PROCESS. SETPOINTS SPACE TEMPERATURE SETPOINTS: OCCUPIED: WINTER 70 °F, SUMMER 75°F +/- 1.5 °F OCCUPIED SETBACK: WINTER
70 °F, SUMMER 75°F +/- 3 °F UNOCCUPIED: WINTER 70 °F, SUMMER 75°F +/- 6 °F AIRFLOW SETPOINTS ARE DETAILED IN THE AIRFLOW SCHEDULE, SEE M-501. LABORATORY AIRFLOW CONTROL AIR VALVE POSITIONS
SHALL BE BASED ON MODE. UNDER NORMAL CONTROL, ROOM OCCUPANCY SHALL BE DETERMINED VIA ROOM OCCUPANCY SENSORS. WHEN THE ROOM IS OCCUPIED, THE BACS SHALL SEND AN OCCUPIED COMMAND TO THE
FUME HOOD MONITOR. THE FUME HOOD EXHAUST AIR VALVE SHALL MODULATE BETWEEN THE MINIMUM AND MAXIMUM POSITIONS AS NEEDED TO MAINTAIN THE FACE VELOCITY SETPOINT BASED ON THE SASH POSITION.
THE SUPPLY AIR VALVE, SAV-330 AND THE PROCESS EXHAUST VALVE, VAV-330-3 SHALL MAINTAIN CONSTANT VOLUME WITH A 745 CFM DIFFERENTIAL BETWEEN THE TWO AT ALL TIMES. THE GENERAL EXHAUST VALVE,
EAV-330-2, SHALL MODULATE AS NEEDED TO MAINTAIN THE SPACE AT 100 CFM NEGATIVE. WHEN THE ROOM IS UNOCCUPIED, AND THE SASHES ARE AT OR BELOW 18-INCHES, THE BACS SHALL SEND AN UNOCCUPIED
COMMAND TO THE FUME HOOD MONITORS. THE FUME HOOD EXHAUST AIR VALVES SHALL MODULATE BETWEEN MINIMUM AND MAXIMUM UNOCCUPIED POSITIONS AS NEEDED TO MAINTAIN A 65 FPM FACE VELOCITY SETPOINT
BASED ON THE SASH POSITION. THE GENERAL EXHAUST VALVE, EAV-330-2, SHALL MODULATE AS NEEDED TO MAINTAIN THE SPACE AT 100 CFM NEGATIVE. WHEN THE ROOM IS UNOCCUPIED AND THE FUME HOOD SASH
IS ABOVE 18-INCHES, THE BACS SHALL NOT SEND THE SPACE UNOCCUPIED COMMAND TO THE FUME HOOD EXHAUST AIR VALVE. WHEN THE FUME HOOD EXHAUST AIR VALVE SASH IS ABOVE 18INCHES IT SHALL MAINTAIN
THE OCCUPIED SASH OPEN AIRFLOW SETPOINT. THE BACS WILL SEND THE UNOCCUPIED COMMAND TO THE FUME HOOD WHEN THE SASH IS AT OR BELOW 18-INCHES AND THE FUME HOOD EXHAUST AIR VALVE SHALL
MODULATE TO MAINTAIN A 65 FPM FACE VELOCITY SETPOINT. THE SUPPLY AIR VALVE SHALL MODULATE AS NEEDED TO MAINTAIN THE SPACE AT 100 CM NEGATIVE. LASER EXHAUST AIRFLOW CONTROL LAB USER
SHALL ENGAGE AND DISENGAGE POWER TO THE LASER WITH THE MANUAL WALL SWITCH. WHEN THE BACS DETECTS THE LASER IS ENGAGED, THE LASER EXHAUST VALVE (VAV-330-4) SHALL OPEN AND THE LASER FAN
UNIT SHALL RECEIVE A LOW VOLTAGE SIGNAL FROM THE BACS TO THE REMOTE ON/OFF INTERFACE PROVIDED WITH THE FAN UNIT THAT WILL ENGAGE THE LASER FAN. THE LASER FAN WILL PROVE FLOW AND SEND
A SIGNAL TO THE BACS TO ENGAGE POWER TO THE LASER. WHEN THE LASER IS ENGAGED, THE LASER EXHAUST VALVE IS OPEN AND THE LASER FAN IS ENGAGED. WHEN THE LASER IS NOT ENGAGED, THE LASER
EXHAUST VALVE IS CLOSED AND THE FAN REMAINS DISENGAGED. IF THE LASER FAN DOES NOT PROVE FLOW, THE POWER TO THE LASER DOES NOT ENGAGE. WHEN THE VENTILATION SHUT-OFF SWITCH IS ENGAGED,
THE POWER TO THE LASER IS DISENGAGED, THE LASER FAN DISENGAGES AND VAV-330-4 CLOSES. LASER EXHAUST VALVE SHALL MAINTAIN A CONSTANT VOLUME EXHAUST OF 350 CFM WHEN THE LASER AND FAN ARE
ENGAGED AND THE GENERAL EXHAUST VALVE SHALL MODULATE TO MAINTAIN THE ROOM WITH A NEGATIVE DIFFERENTIAL. ZONE TEMPERATURE CONTROL TEMPERATURE SETPOINTS SHALL BE DETERMINED BASED ON A
COMBINATION OF PROGRAMMED SCHEDULE AND SPACE OCCUPANCY SENSORS. OCCUPIED HEATING: IF THE SPACE IS OCCUPIED DURING THE SCHEDULED OCCUPIED PERIOD AND THE SPACE TEMPERATURE FALLS BELOW
THE OCCUPIED HEATING TEMPERATURE SETPOINT, THE SUPPLY AIR REHEAT CONTROL VALVE (CV-330-RH) SHALL MODULATE TO MAINTAIN THE SPACE TEMPERATURE SETPOINT. WHEN THE SPACE TEMPERATURE IS AT
SETPOINT, THE BASEBOARD RADIATION AND REHEAT COIL CONTROL VALVES SHALL BE CLOSED. OCCUPIED SETBACK: IF THE SPACE BECOMES UNOCCUPIED DURING THE SCHEDULED OCCUPIED PERIOD, THE ABOVE OCCUPIED
HEATING SEQUENCE SHALL APPLY, BUT THE SPACE SHALL BE MAINTAINED AT THE OCCUPIED SETBACK TEMPERATURE SETPOINT. UNOCCUPIED HEATING: IF THE SPACE IS UNOCCUPIED DURING THE SCHEDULED UNOCCUPIED
PERIOD AND THE SPACE TEMPERATURE FALLS BELOW THE UNOCCUPIED HEATING TEMPERATURE SETPOINT, THE SUPPLY AIR REHEAT COIL CONTROL VALVE (CV-330-RH) SHALL MODULATE AS REQUIRED TO MAINTAIN
SETPOINT. COOLING: THERE ARE NO COOLING MODE SEQUENCES REQUIRED FOR THIS SPACE. LAB VENTILATION SHUTOFF CONTROL THE LAB VENTILATION SHUTOFF CONTROL SWITCH IS MOUNTED OUTSIDE OF THE
330 LAB NEXT TO THE DOOR AS SHOWN ON PLAN. WHEN THIS SWITCH IS ENGAGED, ALL SUPPLY AND EXHAUST AIR VALVES THAT SERVE LAB 330 SHUT CLOSED AND THE LASER FAN AND THE POWER TO THE LASER
IS DISENGAGED. AN ALARM SHALL BE GENERATED AT THE USER WORKSTATION. RESET OF THE AIRFLOW, LASER FAN AND LASER POWER TO NORMAL OPERATION SHALL BE MANUALLY ENGAGED AT THE USER WORKSTATION.
LAB 330 AI AI (FACE VELOCITY) BI (ALARM) BO (HOOD SETBACK COMMAND) EAV-330-3 FLOW AIAO COMMAND EAV-330-2 FLOW AIAO COMMAND LASER (BY OTHERS) EAV-330-4 FLOW AI AO COMMAND LASER EXHAUST
FAN (BY OTHERS) SERVICE CORRIDOR 336 BO ON/OFF BI PROOF OF FLOW BUILDING PROCESS EXHAUST (E) BUILDING SUPPLY AIR (E) FROM AHU-1 TO EF-5/6 CV-330-RH1 LAB VENTILATION SHUTOFF SWITCH S
BI S BI MANUAL LAB PURGE BUTTON (E) OS BI OS BI LAB OCCUPANCY SENSOR (330 CURTAIN AREA) LAB OCCUPANCY SENSOR (E) SETPOINT (E) AV T AI sa d PROVIDED WITH REMOTE ON/OFF S BI MANUAL LASER
POWER ON/OFF SWITCH S S R BO LASER POWER RELAY AI HORIZONTAL SASH POSITION SENSOR C O R N E L L U N I V E R S I T Y F O U N D E D 5 6 8 1 A D FACILITIES ENGINEERING ARCHIVE BAR CODE
ARCH/STRUCT: CIVIL/ENV: ELECTRICAL: MECHANICAL: DATE: FACILITY: DESIGN: DRAWN: WWW.FCS.CORNELL.EDU IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION
OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT THEIR SEAL AND
THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. WARNING REVISIONS ARCHITECTURAL, STRUCTURAL, CIVIL,
ENVIRONMENTAL, MECHANICAL, AND ELECTRICAL ENGINEERING 201 HUMPHREYS SERVICE BLDG ITHACA, NEW YORK 14853-3701 343 CAMPUS ROAD ITHACA, NEW YORK 14850 DUFFIELD HALL 330 LAB RENOVATIONS
M-401 12672500 CONTROLS E. LEPORE TRF 2000 SEPTEMBER 4, 2020 NOT TO SCALE1 BUILDING AUTOMATION AND CONTROL SYSTEM 1 07/24/2020 ISSUE FOR DD REVIEW 2 08/14/2020 ISSUE FOR 90% CD REVIEW
3 09/4/2020 ISSUE FOR CONSTRUCTION CONTROL AND ALARM POINTS SCHEDULE LAB 105 HARDWARE POINTS SOFTWARE POINTS SHOW ON GRAPHIC NOTESBI BO AI AO AV BV SCH TREND ALARM BACS EMCS DESCRIPTION
CV-105-RH, COIL VALVE POSITION COMMAND (%) X X 5 DEG F DELTA T ACROSS COIL WITH VALVE COMMANDED CLOSED USE EXISTING POINT EAV-330-1, AIRFLOW (CFM) X X X SERVES NEW EXHAUST VALVE FOR
FUME HOOD EAV-330-1, AIRFLOW SETPOINT (CFM) X X SERVES NEW EXHAUST VALVE FOR FUME HOOD EAV-330-1, FUME HOOD UNOCC COMMAND X X SERVES NEW EXHAUST VALVE FOR FUME HOOD EAV-330-1, VALVE
POSITION COMMAND (CFM) X X SERVES NEW EXHAUST VALVE FOR FUME HOOD EAV-330-2, AIRFLOW (CFM) X X X USE EXISTING POINT EAV-330-2, AIRFLOW SETPOINT (CFM) X X 10% DEVIATION FROM SETPOINT
X USE EXISTING POINT EAV-330-2, VALVE POSTION COMMAND (CFM) X X USE EXISTING POINT EAV-330-3, AIRFLOW (CFM) X X X SERVES NEW PROCESS EXHAUST VALVE EAV-330-3, AIRFLOW SETPOINT (CFM)
X X SERVES NEW PROCESS EXHAUST VALVE EAV-330-3, VALVE POSITION COMMAND (CFM) X X 10% DEVIATION FROM SETPOINT SERVES NEW PROCESS EXHAUST VALVE EAV-330-4, AIRFLOW (CFM) X X X SERVES NEW
LASER EXHAUST VALVE EAV-330-4, AIRFLOW SETPOINT (CFM) X X SERVES NEW LASER EXHAUST VALVE EAV-330-4, VALVE POSITION COMMAND (CFM) X X SERVES NEW LASER EXHAUST VALVE LAB 330 FUME HOOD
SASH POSITION X X X SASH OPEN (18") FOR 24 CONTINUOUS HOURS OR MORE X LAB 330 FUME HOOD STATUS (ALARM) X X X LOW FACE VELOCITY X LAB 330 FUME HOOD VELOCITY (FPM) X X LAB OCCUPANCY SENSOR
(330 CURTAIN AREA) X LAB OCCUPANCY SENSOR (330) X USE EXISTING POINT LAB VENTILATION SHUTOFF SWITCH X X X LASER EXHAUST FAN FLOW SWITCH X X X X LASER EXHAUST FAN REMOTE ON/OFF X X X
LASER ON/OFF SWITCH X X LASER POWER RELAY ON/OFF CONTROL X X SAV-330, AIRFLOW (CFM) X X X USE EXISTING POINT SAV-330, AIRFLOW SETPOINT (CFM) X X USE EXISTING POINT SAV-330, REHEAT COIL
DISCHARGE AIR TEMP X X USE EXISTING POINT SAV-330, VALVE POSITION COMMAND (CFM) X X USE EXISTING POINT SUPPLY RETURN ISOLATION VALVE (TYP. OF 2) BALANCING VALVE PRESSURE/TEMPERATURE
TEST PORT (TYP. OF 2) MANUAL AIR VENT COIL CV-330-RH 3RD FLOOR 34' - 0" 3RD FLOOR 34' - 0" 6" EA ON WALL 4" CONNECTION WALL MOUNTING BRACKET 4" LOCAL EXHAUST EXTRACTION ARM. BASIS OF
DESIGN MONOXIVENT MODEL MHX-CDH-100 WALL (E) LAB BENCH (E) CEILING (E) 14" DOME HOOD EXTRACTION ARM COORDINATION: OFFSET LOCATION OF WALL BRACKET AND EXTRACTION ARM MOUNTING AS RECOMMENDED
BY THE MANUFACTURER AND AS NECESSARY FOR PROPER REACH OF THE HOOD TO THE 3D PRINTER AND FINISHING STATION. C O R N E L L U N I V E R S I T Y F O U N D E D 5 6 8 1 A D FACILITIES ENGINEERING
ARCHIVE BAR CODE ARCH/STRUCT: CIVIL/ENV: ELECTRICAL: MECHANICAL: DATE: FACILITY: DESIGN: DRAWN: WWW.FCS.CORNELL.EDU IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING
UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT
THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. WARNING REVISIONS ARCHITECTURAL, STRUCTURAL,
CIVIL, ENVIRONMENTAL, MECHANICAL, AND ELECTRICAL ENGINEERING 201 HUMPHREYS SERVICE BLDG ITHACA, NEW YORK 14853-3701 343 CAMPUS ROAD ITHACA, NEW YORK 14850 DUFFIELD HALL 330 LAB RENOVATIONS
M-501 12672500 SCHEDULES AND DETAILS E. LEPORE TRF 2000 SEPTEMBER 4, 2020 DUCT SCHEDULE AND SPECIFICATIONS SERVICE PRESSURE CLASS SEAL CLASS LEAKAGE CLASS DUCT MATERIAL LINING DUCT
INSULATION SUPPLY, RECTANGULAR, EXPOSED, AHU - VAV (EXPOSED IN UTILITY CORRIDOR) 4" POS A 6 G90 GALVANIZED NONE MIN R-6, TYPE B, WITH VAPOR RETARDER, PAINT SUPPLY, RECTANGULAR, CONCEALED
(ABOVE DROP CEILING) 4" POS A 6 G90 GALVANIZED NONE MIN R-6, TYPE A WITH VAPOR RETARDER SUPPLY, RECTANGULAR, CONCEALED, TERMINAL UNIT - OUTLET 2" POS A 6 G90 GALVANIZED NONE MIN R-6,
TYPE A WITH VAPOR RETARDER SUPPLY, ROUND, CONCEALED, TERMINAL UNIT - OUTLET 2" POS A 3 G90 GALVANIZED NONE MIN R-6, TYPE A WITH VAPOR RETARDER EXHAUST: LABORATORY - ACCESSIBLE LOCATIONS
AND RISERS 4" NEG A RECT 6/ROUND 3 316 STAINLESS STEEL, WELDED NONE N/A EXHAUST: FUME HOOD - CONNECTION OF DUCT TO MAIN 4" NEG A RECT 6/ROUND 3 316 STAINLESS STEEL, WELDED NONE N/A
AIRFLOW SCHEDULE LAB ROOM DIMENSIONS EXHAUST AIR SUPPLY POINT OCC SASH OPEN (100 FPM) OCC SASH OPEN (80 FPM) OCC SASH CLOSED UNOCC SASH FULL UNOCC SASH OPEN UNOCC SASH CLOSED ALL MODESAREA
(SF) HEIGHT (FT) EXHAUST POINT VALVE OCC SASH OPEN (100 FPM) OCC SASH OPEN (80 FPM) OCC SASH CLOSED OCC LASER OFF UNOCC SASH FULL UNOCC SASH OPEN UNOCC SASH CLOSED 330 536 10 4' ADA
FUME HOOD EAV-330-1 495 CFM 396 CFM 140 CFM 140 CFM 495 CFM 322 CFM 140 CFM SAV-330 1549 CFM 1549 CFM 1549 CFM 747 CFM 574 CFM 574 CFM -200 CFM GENERAL EXHAUST EAV-330-2 100 CFM 200
CFM 455 CFM 805 CFM 50 CFM 50 CFM 50 CFM PROCESS EXHAUST EAV-330-3 804 CFM 804 CFM 804 CFM 804 CFM 402 CFM 402 CFM 402 CFM LASER EXHAUST EAV-330-4 350 CFM 350 CFM 350 CFM 0 CFM 0 CFM
0 CFM 0 CFM TOTAL LAB 1749 CFM 1749 CFM 1749 CFM 1749 CFM 947 CFM 774 CFM 774 CFM CONTROL VALVE SCHEDULE & SPEC TAG BOD MANF BOD VALVE MODEL SERVICE VALVE TYPE VALVE SIZE (IN) CV ACTUATOR
MODEL CONTROL CAPACITY (GPM) PD (PSIG) FAIL POS CV-330-RH1 BELIMO CCV - B213 RHC-330-1 2-WAY 1/2 1.9 TR24-SR-T US MOD 2.2 1.3 F.L. 1. ACCEPTABLE MANUFACTURERS: BELIMO, VSI 2. ELECTRIC
INPUT: 4-20mA OR 0-10VDC 3. 2-WAY VALVES: EQUAL PERCENTAGE FLOW CHARACTERISTIC 4. CONSTRUCTION: CHARACTERIZING DISK, FORGED BRASS, NICKEL PLATED BODY, STAINLESS STEEL BALL AND STEM,
FIBERGLASS REINFORCED PTFE SEAT 5. RATINGS: 400 PSI PRESSURE, 0-212 F MEDIA TEMPERATURE RANGE 6. ALL CONTROL WIRING SHALL BE INSTALLED IN CONDUIT. 7. CONTROL WIRING SHALL BE UNSPLICED
FROM THE CONTROLLER TO THE SENSOR OR DEVICE. 8. CONTROL WIRING SHALL NOT BE ROUTED IN THE SAME RACEWAY AS POWER WIRING. 9. CONTROL WIRING SHALL BE COLOR CODED AND LABELED AT ALL POINTS
OF TERMINATION. 10. TEST EACH POINT THROUGH IT FULL OPERATING RANGE TO VERIFY THAT SAFETY AND OPERATING CONTROL SET POINTS ARE AS REQUIRED. 11. TEST EACH CONTROL LOOP TO VERIFY STABLE
MODE OF OPERATION AND COMPLIANCE WITH SEQUENCE OF OPERATION. ADJUST PID ACTIONS AS REQUIRED. 12. THE BACS CONTRACTOR SHALL ISSUE A REPORT UPON PROJECT COMPLETION STATING THAT THE SYSTEM
IS COMPLETE, HAS BEEN ADJUSTED, AND HAS HAD ALL HARDWARE AND SOFTWARE FUNCTIONS VERIFIED, THAT ALL ANALOG CONTROL LOOPS ARE TUNED, AND IS OPERATING IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.
ANY DEVIATIONS FROM SPECIFIED SETTINGS OR OPERATIONS NECESSITATED DURING SYSTEM ADJUSTMENT SHALL BE SPECIFICALLY NOTED. AIR VALVE SCHEDULE & SPECS TAG # SERVES SUP EXH BASIS OF DESIGN
SIZE DESIGN CFM ΔPT @ MAX DESIGN CFM REHEAT COIL TAG DAMPER POSITIONMANF MODEL MAX MIN EAV-330-1 330 LAB - FUME HOOD X ACCUVALVE AVC6308-05-WS 8" 495 140 0.6 N.O. EAV-330-2 330 LAB
- GENERAL EXH X ACCUVALVE AVC6310-05-WS 10" 805 50 0.6 N.O. EAV-330-3 330 LAB - PROCESS X ACCUVALVE AVC6310-05-WS 10" 804 402 0.6 N.O. SAV-330-1 330 LAB - SUPPLY AIR X ACCUVALVE AVC6414-05-IWS
14" 1549 574 0.6 RHC-330 N.C. EAV-330-4 330 LAB - LASER X ACCUVALVE AVC6408-05-WS 8" 350 80 0.6 N.O. 1. THE AIRFLOW DEVICES SHALL BE CALIBRATED AT THE FACTORY TO THE FULL RANGE OF RECOMMENDED
AIRFLOWS. ACTUAL AIRFLOWS WILL BE SET IN SOFTWARE. 2. SETPOINTS REPRESENT FUME HOOD FACE VELOCITY AT 100 FPM. FINAL SETPOINTS WILL BE ADJUSTED IF FACE VELOCITIES ARE REDUCED TO 80 FPM
AS A RESULT OF FUME HOOD TESTING AND CERTIFICATION. 3. ACCEPTABLE MANUFACTURERS: ACCUTROL 4. CONFIGURATION: PRESSURE INDEPENDENT. 5. SUPPLY VALVE BODY: 16GA ALUMINUM, INSULATED. 6.
HOOD EXHAUST VALVE BODY: 20 GA 316 STAINLESS STEEL. 7. INSTALLATION: LEVEL AND PLUMB, PER NFPA 90A, SMACNA DUCT CONSTRUCTION STANDARDS, AND MANUFACTURERS RECOMMENCED INSTRUCTIONS. 8.
PROVIDE ALL VALVES WITH TIGHT SHUT-OFF OPTION. 1. ALL DUCTWORK AND ACCESSORIES SHALL BE FABRICATED AND INSTALLED IN COMPLIANCE WITH THE LATEST ISSUE OF SMACNA'S HVAC DUCT CONSTRUCTION
STANDARDS - METAL AND FLEXIBLE. 2. CONSTRUCT TEES, BENDS, AND ELBOWS WITH RADIUS OF NOT LESS THAN 1.0 TIMES THE WIDTH OF DUCT ON CENTER LINES. 3. WHERE RECTANGULAR ELBOWS ARE USED,
PROVIDE AIR FOIL TYPE TURNING VANES 4. INCREASE DUCT SIZES GRADUALLY, AND IN COMPLIANCE WITH FIGURE 4-7 OF SMACNA'S HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE. 5. BRANCH
CONNECTIONS SHALL BE MADE WITH A 45 DEGREE ENTRY. STRAIGHT TEES ARE NOT ACCEPTABLE. 6. SEALANTS AND GASKETS: SURFACE BURNING CHARACTERISTICS SHALL BE A MAXIMUM FLAME-SPREAD INDEX
OF 25, AND MAXIMUM SMOKE-DEVELOPED INDEX OF 50 WHEN TESTED TO UL 723. 7. ALL MANUAL BALANCING DAMPERS SHALL BE PROVIDED WITH LOCKING HAND QUADRANT. 8. ACCESS DOORS SHALL MATCH DUCT
MATERIAL WITH INSULATION FILL AND THICKNESS AS INDICATED FOR DUCT PRESSURE CLASS. 9. ACCESS DOORS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: BOTH SIDES OF DUCT COILS IN ORDER TO
RESET OR REINSTALL FUSIBLE LINKS, AND AS INDICATED. 10. INSTALL VOLUME DAMPERS AT POINTS ON SUPPLY AND EXHAUST SYSTEMS WHERE BRANCHES EXTEND FROM LARGER DUCTS. 11. PAINT ALL DUCTWORK
EXPOSED TO VIEW IN OCCUPIED AREAS TO MATCH SURROUNDING FINISH. 12. REMOVE SURFACE CONTAMINANTS AND DEPOSITS FROM DUCTWORK AND EQUIPMENT PRIOR TO TESTING AND BALANCING. 13. LEAK TESTING
OF DUCTWORK SHALL BE IN ACCORDANCE WITH SMACNA'S HVAC AIR DUCT LEAKAGE TEST MANUAL. 14. ALL DUCTS DESIGNED TO OPERATE AT STATIC PRESSURES IN EXCESS OF 3-INCHES WG (POS OR NEG) SHALL
BE TESTED. TEST SHALL BE WITNESSED BY A DESIGNATED CORNELL REPRESENTATIVE AND THE PROJECT ENGINEER OF RECORD. 25% OF DUCTS DESIGNED TO OPERATE AT STATIC PRESSURES 3-INCHES AND BELOW
SHALL BE TESTED. ACCEPTANCE CRITERIA: INTERIOR SUPPLY, RETURN AND GENERAL EXHAUST: 5% SYSTEM LEAKAGE TESTED AT 1.25 TIMES THE EXPECTED OPERATING STATIC PRESSURE. ACCEPTANCE CRITERIA:
INTERIOR LABORATORY EXHAUST SYSTEMS: 2% SYSTEM LEAKAGE TESTED AT 1.25 TIMES THE EXPECTED OPERATING STATIC PRESSURE. AN AIR DUCT LEAKAGE TEST SUMMARY SHALL BE SUBMITTED TO THE ENGINEER
FOR APPROVAL PRIOR TO FINAL PROJECT ACCEPTANCE. 15. ALL INSULATION AND ADHESIVE SHALL HAVE A MAXIMUM FLAME-SPREAD INDEX OF 25 AND A MAXIMUM SMOKE-DEVELOPED INDEX OF 50 WHEN TESTED IN
ACCORDANCE WITH ASTM E84. 16. INSULATION TYPE A: MINERAL FIBERGLASS BLANKET, ASTM C553 TYPE I, ASTM C1136 TYPE I FACTORY APPLIED FSK JACKET, K-VALUE BETWEEN 0.22 - 0.29 BTU-IN/HR-FT²-˚F
@ 75 ˚F, 0.75 PCF 1. COORDINATE WITH CORNELL EH&S DURING FUME HOOD TESTING AND CERTIFICATION. REDUCTION IN THE FUME HOOD FACE VELOCITY TO 80 FPM MAY BE POSSIBLE. HVAC PIPE AND FITTING
SCHEDULE AND SPECIFICATIONS PIPE SERVICE ABBREVIATION PIPE SIZE MATERIAL FITTINGS JOINT INSULATION HEATING HOT WATER HWS&R 1-1/2" & BELOW ASTM B88 TYPE L COPPER ASTM B16.22 STD WROUGHT
COPPER ASTM B32 SOLDER 1", TYPE A WITH VAPOR RETARDER GRILLE SCHEDULE MARK SERVES MANUFACTURER (BOD) MODEL (BOD) TYPE AIRFLOW DUCT SIZE SPECIFICATIONS SD4-330 (E) LAB 330 EXISTING EXISTING
EXISTING 329 CFM 10ø EXISTING SD5-330 LAB 330 KRUEGER SERIES 51240 MODULAR CORE 136 CFM 6ø 24"X24" PANEL SIZE, 8"X8" NECK, ALUMINUM WITH WHITE FINISH 1. ACCEPTABLE MANUFACTURERS: ANEMOSTAT,
CARNES, KRUEGER, PRICE, TITUS. REHEAT COIL SCHEDULE TAG COIL SIZE WxH (IN) ROWS TOTAL CAPACITY (BTUH) AIR SIDE WATER SIDE FLOW RATE (CFM) ENT AIR TEMP (˚F) LVG AIR TEMP (˚F) AIR PRESSURE
DROP (IN WC) FOW RATE (GPM) ENT WATER TEMP (˚F) LVG WATER TEMP(˚F) WATER PRESSURE DROP (FT WC) RHC-330 24x12 2 33,458 1549 55 75 0.55 2.2 130 100 3.0 1. ACCEPTABLE MANUFACTURERS: GREENHECK,
ANEMOSTAT, KRUEGER, NAILOR, TITUS, TRANE, PRICE TO COORDINATE WITH AIR TERMINAL BOX. 2. RATINGS: ARI 410, INDUSTRY STANDARD FOR FORCED CIRCULATION AIR COOLING AND AIR HEATING COILS
3. 1/2-IN COPPER TUBING WITH MECHANICALLY BONDED ALUMINUM FINS. 4. SUPPLY PIPING TO COIL TO BE PIPED WITH SHUT OFF VALVE, STRAINER, CONTROL VALVE AND UNION. 5. RETURN PIPING TO COIL
TO BE PIPED WITH SHUT-OFF VALVE, BALANCING VALVE, AND UNION. 6. COIL SHALL BE PIPED IN COUNTERFLOW ARRANGEMENT. 7. PIPING SHALL BE ARRANGED TO ALLOW SERVICE AND MAINTENANCE. NOT TO
SCALE1 REHEAT COIL PIPING DETAIL 1 07/24/2020 ISSUE FOR DD REVIEW 2 08/14/2020 ISSUE FOR 90% CD REVIEW 3 09/4/2020 ISSUE FOR CONSTRUCTION SCALE: 1/2" = 1'-0"2 EXTRACTION ARM DETAIL
C O R N E L L U N I V E R S I T Y F O U N D E D 5 6 8 1 A D FACILITIES ENGINEERING ARCHIVE BAR CODE ARCH/STRUCT: CIVIL/ENV: ELECTRICAL: MECHANICAL: DATE: FACILITY: DESIGN: DRAWN: WWW.FCS.CORNELL.EDU
IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS
ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC
DESCRIPTION OF THE ALTERATION. WARNING REVISIONS ARCHITECTURAL, STRUCTURAL, CIVIL, ENVIRONMENTAL, MECHANICAL, AND ELECTRICAL ENGINEERING 201 HUMPHREYS SERVICE BLDG ITHACA, NEW YORK
14853-3701 343 CAMPUS ROAD ITHACA, NEW YORK 14850 DUFFIELD HALL 330 LAB RENOVATIONS E-001 12672500 GENERAL NOTES AND SYMBOL LEGENDS H. TRAN JD 2000 SEPTEMBER 4, 2020 ELECTRICAL SUBMITTAL
SCHEDULE MATERIAL SCHEDULE/ SHOP DWGS. PRODUCT DATA SAMPLES INSPECTIONS & TESTS O&M DATA WARRANTIES LUMINAIRE X LIGHT SWITCHES X GENERAL ELECTRICAL NOTES 1.0 ELECTRICAL SCHEMATICS INDICATED
ON CONTRACT DOCUMENTS ARE DIAGRAMMATIC. IT IS NOT THE INTENT TO SHOW EXACT OR MOST EFFICIENT ROUTING. VERIFY ALL DIMENSIONS AND FIELD CONDITIONS ON SITE. ANY CONFLICTS BETWEEN CONSTRUCTION
DOCUMENTS AND FIELD CONDITIONS SHALL BE BROUGHT TO CORNELL'S PROJECT MANAGER FOR RESOLUTION BEFORE WORK PROCEEDS. 2.0 ASSURE PUBLIC AND WORKER SAFETY AT ALL TIMES. PROTECT ADJOINING
AREAS FROM DAMAGE AND DUST. REMOVE ALL DEBRIS FROM SITE AND DISPOSE OF WASTE MATERIAL IN A SAFE MANNER. KEEP THE PREMISES FREE OF DEBRIS FROM THE EXECUTION OF WORK. DELIVER A FINAL
PRODUCT THAT IS CLEAN AND OPERABLE. 3.0 FIRE STOP ELECTRICAL PENETRATIONS THROUGH FIRE RATED WALLS AND/OR FLOORS WITH MATERIAL EQUAL IN RATING TO THE CONSTRUCTION OF THE MATERIAL
PENETRATED. 4.0 WORK SHALL BE COMPLETED AS SPECIFIED AND INDICATED ON CONTRACT DOCUMENTS. ANY SUGGESTED ALTERNATE MANUFACTURER OR METHOD OF INSTALLATION SHALL BE SUBMITTED TO PROJECT
ENGINEER FOR APPROVAL PRIOR TO ORDERING ANY MATERIALS OR COMMENCING EXECUTION OF WORK. 5.0 GROUNDING SHALL BE IN STRICT ACCORDANCE WITH NEC ARTICLE 250. PROVIDE EQUIPMENT GROUND CONDUCTOR
WITH EACH BRANCH CIRCUIT INDICATED ON CONTRACT DOCUMENTS. EQUIPMENT GROUND CONDUCTOR SHALL BE ROUTED WITH ASSOCIATED PHASE CONDUCTORS. 6.0 PROVIDE A NEW TYPED PANELBOARD DIRECTORY
FOR EACH PANELBOARD. LABEL ALL NEW DEVICE FACEPLATES WITH SOURCE AND CIRCUIT NUMBER. PROVIDE PERMANENT LABEL ON SWITCHING DEVICES INDICATING EQUIPMENT SERVICE AND INVENTORY NUMBERS.
COORDINATE EQUIPMENT INVENTORY NUMBERS WITH CORNELL UNIVERSITY'S MECHANICAL SHOP, 255-8667. 7.0 CIRCUITS RATED 20-AMP, 120 VOLT SHALL CONTAIN SEPARATE NEUTRAL CONDUCTORS. 8.0 CONDUCTORS
SHALL BE A MINIMUM OF 12AWG, STRANDED COPPER, 600VAC, 90 DEGREE C, TYPE THHN/THWN-2 FOR DRY AREAS AND XHHW/THWN-2 FOR WET AREAS. 9.0 CONDUITS SHALL BE A MINIMUM OF 3/4 INCHES DIAMETER.
CONDUITS SHALL BE ELECTRICAL METALLIC TUBING (EMT) AND SURFACE MOUNTED UNLESS NOTED OTHERWISE. 10.0 AIC RATING OF NEW CIRCUIT BREAKERS SHALL MATCH RATING OF RESPECTIVE PANELBOARD.
SIZE AS INDICATED. 11.0 PROVIDE PULL STRING THROUGH NEW CONDUIT AND BOXES. PROVIDE SUPPORT HANGERS FOR CONDUIT AS NEEDED. 12.0 INSTALL RACEWAY SYSTEMS ENSURING PROPER ACCESS TO EQUIPMENT
AND DEVICES AND WITH SUFFICIENT SPACE TO PERFORM ROUTINE MAINTENANCE AND REPAIR. RACEWAYS THAT ARE NOT INSTALLED WITH THIS REQUIREMENT IN MIND SHALL BE RELOCATED AT NO EXPENSE TO
THE UNIVERSITY UNTIL DEFICIENCIES ARE CORRECTED. ELECTRICAL SCOPE OF WORK 1.0 PROVIDE ELECTRICAL SUPPORT FOR THE RENIVATION OF 330 CIRCA LAB. ELECTRICAL LEGEND LIGHTING LEGEND MOTOR
1'x4' LUMINAIRE HARDWIRED EQUIPMENT CONNECTION P-1A 12 HOMERUN TO PANEL P-1A, CIRCUIT #12. FED FROM 20A - 1P BREAKER IS INTENDED UNLESS NOTED OTHERWISE. RUN GREEN WIRE GROUND FOR
ALL CIRCUITS. PROVIDE ONE GROUND PER CIRCUIT. EMERGENCY POWER OFF (EPO) GROUND ROD ELECTRODE DUPLEX RECEPTACLE WITH GFCI PROTECTION DUPLEX RECEPTACLE WITH AFCI PROTECTION QUAD RECEPTACLE
LINETYPES LEGEND SPECIAL RECEPTACLE 5-30R PANELBOARD JUNCTION BOX B = INSTALLED IN BASEBOARD TR = INSTALLED IN WOOD TRIM/CASEWORK/WAINSCOTT SR = SURFACE RACEWAY WP = WEATHERPROOF AC
= AIR CONDITIONER DUPLEX RECEPTACLE: DOUBLE DUPLEX RECEPTACLE MOTOR STARTER J 2'x4' LUMINAIRE CEILING MOUNTED LUMINAIRE EM LIGHTING BATTERY UNIT COMBO EXIT SIGN/EM LIGHTING BATTERY
UNIT SINGLE FACE, WALL MOUNT EXIT SIGN DOUBLE FACE, WALL MOUNT EXIT SIGN SINGLE FACE, CEILING MOUNT EXIT SIGN DOUBLE FACE, CEILING MOUNT EXIT SIGN LIGHT SWITCH: SAFETY SWITCH (NON-FUSED)
SAFETY SWITCH (FUSED) 3 = 3-WAY SWITCH 4 = 4-WAY SWITCH D = DIMMER SWITCH O = WALL SWITCH OCCUPANCY SENSOR V = WALL SWITCH VACANCY SENSOR W = WIRELESS SWITCH S = WIRELESS SCENE SWITCH
WIRELESS OCCUPANCY SENSOR WIRELESS DAYLIGHT SENSOR OS DS 1'x2' LUMINAIRE FIRE ALARM LEGEND FIRE ALARM CONTROL PANEL BATTERY CABINET WATER FLOW SWITCH MUXPAD REMOTE ANNUNCIATOR D = DUCT
SMOKE DETECTOR R = RELAY BASE BR = BEAM RECEIVER BT = BEAM TRANSMITTER SB = SOUNDER BASE SMOKE DETECTOR: TAMPER SWITCH AUDIBLE NOTIFICATION APPLIANCE FACP BATT MUX FAA NAC PANELNAC
MANUAL PULL STATIONF S X F = FIXED TEMPERATURE R = RATE OF RISE R/F = COMBINATION RISE/FIXED TEMPERATURE HEAT DETECTOR: H X CARBON MONOXIDE DETECTOR CO AM F XXcd C FS F S XXcd C TS
ADDRESSABLE MODULE XXcd = CANDELA C = CEILING COMBO A/V NOTIFICATION APPLIANCE: XXcd = CANDELA C = CEILING VISUAL NOTIFICATION APPLIANCE: SUPPRESSION SYSTEM ELECTRICAL ABBREVIATIONS
AC AIR CONDITIONER AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AFI ARC FAULT INTERRUPTER AMM ADDRESSABLE MONITOR MODULE AOM ADDRESSABLE OUTPUT MODULE ARB AUXILIARY RELAY BOARD
ATS AUTOMATIC TRANSFER SWITCH B BASEBOARD BKR BREAKER C CONDUIT CD CANDELA CKT CIRCUIT CR CONTROL RELAY EC ELECTRICAL CONTRACTOR EMT ELECTRICAL METALLIC TUBING EPO EMERGENCY POWER OFF
STATION FAA FIRE ALARM ANNUNCIATOR PANEL FACP FIRE ALARM CONTROL PANEL FSD FIRE SMOKE DAMPER GAA GENERATOR ALARM ANNUNCIATOR GFI GROUND FAULT INTERRUPTER GND GROUND HP HORSEPOWER KW
KILOWATT LC LIGHTING CONTACTOR LFMC LIQUID TIGHT FLEXIBLE METALLIC CONDUIT LTG LIGHTING MCB MAIN CIRCUIT BREAKER MLO MAIN LUG ONLY MTS MANUAL TRANSFER SWITCH NAC NOTIFICATION APPLIANCE
CIRCUIT NIC NOT IN CONTRACT OE OVERHEAD ELECTRIC PC PHOTOCELL PM PLUGMOLD PP POWER PANEL PVC POLYVINYL CHLORIDE CONDUIT RGS RIGID GALVANIZED STEEL CONDUIT SR SURFACE RACEWAY ST SHUNT
TRIP TM THERMAL MAGNETIC TR TRIM/CASEWORK/WAINSCOTT TSP TWISTED SHIELDED PAIR TYP TYPICAL UE UNDERGROUND ELECTRIC UON UNLESS OTHERWISE NOTED UPS UNINTERRUPTIBLE POWER SUPPLY V VOLTS
VA VOLT AMPS WP WATERPROOF UNDERGROUND ELECTRICU E UNDERGROUND LIGHTINGUL OVERHEAD ELECTRICO E TO BE PROVIDED DEMOLITION / TO BE RELOCATED EXISTING TO REMAIN UNDERGROUND TELCOU C MOUNTING
HEIGHTS CARD READER 48" TOP OF BOX LIGHT SWITCH 48" TOP OF BOX RECEPTACLE 18" TOP OF BOX DATA OUTLET 18" TOP OF BOX TV OUTLET 84" TOP OF BOX PHONE OUTLET 48" TOP OF BOX SAFETY SWITCH
60" CENTERLINE OF HANDLE MOTOR STARTER 60" CENTERLINE OF HANDLE PANELBOARD 72" TOP OF PANELBOARD MANUAL PULL STATION 48" OPERABLE HANDLE NOTIFICATION APPLIANCE 80" BOTTOM OF LENS DOOR
HOLD OPEN COORDINATE IN FIELD EM BATTERY UNIT 96" BOTTOM OF UNIT EM REMOTE UNIT 102" BOTTOM OF UNIT EXIT SIGN 96" BOTTOM OF UNIT LIGHT POLE WITH LED LUMINAIRES, REFER TO PLANS FOR NUMBER
AND CONFIGURATION OF HEADS GENERAL ELECTRICAL DEMOLITION NOTES 1.0 ELECTRICAL EQUIPMENT SHOWN DASHED ON DEMOLITION DRAWINGS, INCLUDING ASSOCIATED ANCHORS, SUPPORTS, STRAPS, BOXES, FITTINGS,
AND OTHER APPURTENANCES NOT SHOWN, SHALL BE DISCONNECTED AND REMOVED. REMOVE ASSOCIATED BRANCH CIRCUITRY TO SOURCE, UNLESS NOTED OTHERWISE. 2.0 EXISTING RACEWAYS AND DEVICE BACKBOXES
NOT INTERFERRING WITH NEW WORK SHALL BE REUSED WHERE POSSIBLE. 3.0 PROVIDE JUNCTION BOXES, RACEWAYS, AND WIRING TO MODIFY/EXTEND EXISTING SYSTEMS AND CIRCUITS FED DOWNSTREAM OF ELECTRICAL
EQUIPMENT SHOWN TO BE DEMOLISHED. 4.0 CUT DEMOLISHED CONDUITS INSTALLED THRU WALLS AND FLOORS FLUSH WITH THE SURFACE AND PATCH PENETRATIONS (FIRESTOP IF LOCATED ON A FIRE RATED SURFACE).
PATCH AND PAINT SURFACES IN EXPOSED AREAS TO MATCH SURROUNDING MATERIALS, FINISHES, AND COLORS. 5.0 PROVIDE BLANK COVERPLATES ON UNUSED BACKBOXES REMAINING FROM DEMOLITION NOT SPECIFIED
TO BE INFILLED. 6.0 EXISTING EQUIPMENT SHOWN TO REMAIN SHALL BE PROTECTED DURING CONSTRUCTION. DATA/PHONE WIRELESS ACCESS POINTWL 1 07/24/2020 ISSUE FOR DD REVIEW 2 08/14/2020 ISSUE
FOR 90% REVIEW 3 09/04/2020 ISSUE FOR CONSTRUCTION 3 3 F 330 2 1 OS OS S 330 4 3 330 (3) (3) (3) (3) (3) (3) (3) (3) (3) (3) (3) WIREMOLD 4000 WIREMOLD 4000 WIREMOLD 4000 EXISTING PHONE
JACK EXISTING PANEL LPP-312, 208Y/120V EXISTING PENDANT POWER & DATA RACEWAY 1 2 5 6 GFCI GFCI GFCI GFCI C O R N E L L U N I V E R S I T Y F O U N D E D 5 6 8 1 A D FACILITIES ENGINEERING
ARCHIVE BAR CODE ARCH/STRUCT: CIVIL/ENV: ELECTRICAL: MECHANICAL: DATE: FACILITY: DESIGN: DRAWN: WWW.FCS.CORNELL.EDU IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING
UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT
THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. WARNING REVISIONS ARCHITECTURAL, STRUCTURAL,
CIVIL, ENVIRONMENTAL, MECHANICAL, AND ELECTRICAL ENGINEERING 201 HUMPHREYS SERVICE BLDG ITHACA, NEW YORK 14853-3701 343 CAMPUS ROAD ITHACA, NEW YORK 14850 DUFFIELD HALL 330 LAB RENOVATIONS
E-101 12672500 POWER, DATA, LIGHTING, AND FIRE ALARM PARTIAL THIRD FLOOR PLAN H. TRAN JD 2000 SEPTEMBER 4, 2020 # 0' 2' 4' 8' SCALE: 1/4"=1'-0" E-101 KEYED DEMOLITION NOTES 1 REMOVE
LUMINAIRE AS INDICATED AND RETURN LUMINAIRE TO THE OWNER. MODIFIED EXISTING LIGHTING AS REQUIRED. 2 DURING CONSTRUCTION, PROVIDE A TEMPORARY HEAT DETECTOR IN THIS ROOM. SCALE: 1/4"
= 1'-0"1 PARTIAL THIRD FLOOR DEMOLITION SCALE: 1/4" = 1'-0"2 PARTIAL THIRD FLOOR LIGHTING AND FIRE ALARM SCALE: 1/4" = 1'-0"3 PARTIAL THIRD FLOOR POWER & DATA E-101 KEYED RENOVATION
NOTES 1 AT 18" AFF TO TOP OF BOX, PROVIDE A SURFACE MOUNT RECEPTACLE. CIRCUIT THE RECEPTACLE TO THE NEW FUME HOOD CIRCUITRY. SURFACE RACEWAY SHALL BE WIREMOLD 700. 2 NEW ADA FUME
HOOD BY OTHERS. ELECTRICAL CONTRACTOR TO PROVIDE POWER CONNECTION. CIRCUIT TO A SPARE 20A/1P CIRCUIT BREAKER LOCATED IN EXISTING PANEL LPP-312. CONDUIT CONNECTED TO THE FUME HOOD
SHALL BE FLEXIBLE CONDUIT WITH (2) 12 AWG & (1) 12 AWG GROUND. 3 PROVIDE A NEW SURFACE MOUNT LIGHT SWITCH TO CONTROL THE TWO EXISTING LUMINAIRES LOCATED IN THE NEW CURTAIN. MODIFY
THE EXISTING LIGHTING CIRCUIT AS REQUIRED. CIRCUIT THE LIGHTING SWITCH TO THE EXISTING LIGHTING CIRCUITRY. SURFACE RACEWAY ON WALL SHALL BE WIREMOLD 700. 4 THE CONTRACTOR TO PURCHASE
A TOTAL OF 6 DARK AMBER UV BLOCKING TUBE GUARD W/ END CAPS CAT. NO. PLAS-T8UVA FROM 1000BULBS.COM. PROVIDE THE EXISTING LAMPS WITH THE TUBE GUARDS. 5 REPLACE EXISTING RECEPTACLES WITH
NEW GFCI RECEPTACLES. 6 AT 18" AFF TO TOP OF BOX PROVIDE A NEW SURFACE MOUNT RECEPTACLE. CIRCUIT THE RECEPTACLE TO A SPARE 20A/1P CIRCUIT BREAKER LOCATED IN EXISTING PANEL LPP-312.
PROVIDE (2) #12 AWG AND (1) #12 AWG GROUND IN 3/4" EMT AS REQUIRED. # 1 07/24/2020 ISSUE FOR DD REVIEW 2 08/14/2020 ISSUE FOR 90% REVIEW 3 09/04/2020 ISSUE FOR CONSTRUCTION
Specs_Duffield Hall 330 Lab Renovations.pdf
DUFFIELD HALL 330 LAB RENOVATIONS Project Manual & Specifications September 4, 2020 Owner Cornell University Ithaca, New York 14853 Architect Cornell University Facilities
Engineering 201 Humphreys Service Building Ithaca, New York 14853 DUFFIELD HALL 330 LAB RENOVATIONS TABLE OF CONTENTS Page 1 Instructions to Bidders Bid Proposal Submission
Form General Conditions and Exhibits Supplemental Conditions DIVISION 1 - GENERAL REQUIREMENTS Section 01 11 00 Summary of the Work Section 01 14 00 Work Restrictions Section
01 25 00 Substitutions and Product Options Section 01 31 19 Project Meetings Section 01 31 50 Electronic Project Management Section 01 32 16 Construction Schedules Section 01 32 33
Photographic Documentation Section 01 33 00 Submittal Procedures Section 01 35 29 General Health & Safety Section 01 35 43 General Environmental Requirements Section 01 35 44 Spill
Control Section 01 35 45 Refrigerant Compliance Section 01 41 00 Regulatory Requirements Section 01 42 00 References Section 01 45 00 Quality Control Section 01 50 00 Temporary Facilities
and Controls Section 01 51 00 Temporary Utilities Section 01 51 23 Heat During Construction Section 01 57 13 Soil Erosion and Sediment Control Section 01 66 00 Storage and Protection
Section 01 73 29 Cutting, Patching and Repairing Section 01 77 00 Project Close Out Section 01 78 22 Fixed Equipment Inventory Section 01 78 23 Operating and Maintenance Data Section
01 78 36 Warranties and Bonds Section 01 78 39 Record Documents DUFFIELD HALL 330 LAB RENOVATIONS TABLE OF CONTENTS Page 2 TECHNICAL SPECIFICATIONS (Located in the Drawings)
DRAWINGS T-001 TITLE SHEET ARCHITECTURAL A-001 CODE COMPLIANCE PLAN, GENERAL NOTES A-101 PLANS, 3D, AND EQUIPMENT LIST PLUMBING P-001 GENERAL NOTES AND SYMBOL LEGENDS
P-101 PARTIAL SECOND AND THIRD FLOOR PLUMBING FLOOR PLANS MECHANICAL M-001 GENERAL NOTES AND SYMBOL LEGENDS M-101 PARTIAL THIRD FLOOR MECHANICAL FLOOR PLANS M-401 CONTROLS
M-501 SCHEDULES AND DETAILS ELECTRICAL E-001 GENERAL NOTES AND SYMBOL LEGENDS E-101 POWER, DATE, LIGHTING, AND FIRE ALARM PARTIAL THIRD FLOOR PLAN END OF DOCUMENT Rev. 9-2016
INSTRUCTIONS TO BIDDERS INS-1 INSTRUCTIONS TO BIDDERS Project: DUFFIELD HALL 330 LAB RENOVATIONS Owner: Cornell University Ithaca, New York 14853 Architect: Facilities Engineering
201 Humphreys Service Building Ithaca, New York 14853-3701 1. BID DOCUMENTS The Bid Documents provided electronically by the Owner will consist of the following: (1) Instructions
to Bidders. (2) Bid Proposal Certification Form. (3) General Conditions of the Contract and Division 1 - "General Requirements", and Supplemental Conditions. (4) Drawings and Specifications.
(5) Addenda and/or bulletins issued prior to date of opening of Proposals. Bid Documents are available electronically in the eBuilder Bid Portal under the Bid Package Invitation –
Invitation Documents Tab. Dataflow, Inc. maintains the current set of Documents and all addenda and is the contracted supplier for printed plans and specifications for this project.
Contact Dataflow at CUProjects@goDataflow.com. Bid Documents Terms of Use / Disclaimer - By accessing and/or using the Cornell University Document Files, You accept without limitation
or qualifications, the following Terms of Use: a. Cornell University grants You the permission to use and view the Document Files subject to these Terms of Use. b. Except in connection
with preparing your bid, You may not modify, copy, transmit, display, reproduce, publish, license, create derivative works from, transfer, or sell any information, materials, drawings,
content, products or services from the Document Files (together "Content") in any form without Cornell University's prior written permission. You may print out a copy or download Content
solely for Your internal use. In doing so, you may not remove or alter, or cause to be removed or altered, any copyright, trademark, trade name, service mark, or any other proprietary
notice or legend appearing on any of the Content. c. You may not provide parts of or full sets of Document Files to any planhouse or online document repositories. Rev. 9-2016 INSTRUCTIONS
TO BIDDERS INS-2 d. The trademarks, logos, and service marks (collectively the "Trademarks") displayed on the Document Files are registered and unregistered Trademarks of Cornell University
and others. Nothing contained on the Document Files should be construed as granting, by implication, estoppel, or otherwise, any license or right to use any Trademark displayed on the
Document Files without the written permission of Cornell University or such party that may own the Trademark. Your use of the Trademarks displayed on the Document Files, or any other
content, except as provided in these Terms of Use, are strictly prohibited. 2. EXAMINATION OF SITE AND CONTRACT DOCUMENTS a. Each Bidder shall acquaint themselves with location conditions
as they exist, as well as the character of the necessary work to be carried out under the proposed Contract. A PreBid Zoom meeting will be scheduled and include: a review of project
related information, an opportunity to ask and receive responses to Bidder questions, and make such inquiries as are necessary to fully understand the subject facilities, physical conditions
and/or restrictions attendant to the work under the Contract. b. Boring information, water levels, indications of sub-surface conditions and similar information given on the Drawings
or in the Specifications are furnished only for the convenience of the Bidders. The Owner, Architect and Consulting Engineer make no representation regarding the character and extent
of the soil data or other sub-surface conditions to be encountered during the work and no guarantee as to the accuracy or validity of interpretation of such data or conditions is made
or intended. c. Each Bidder shall also thoroughly examine and become familiar with the Drawings, Specifications and associated Bid Documents. d. By submitting a Bid, the Bidder covenants
and affirms that the Bidder has carefully examined all of the Bid Documents including Drawings, Specifications, and the Addenda and Bulletins, if any, as well as posed any questions
associated with the Site, and that Bidder is satisfied as to the nature and location of the work, the general and local conditions, and all matters which may in any way affect the work
or its performance. 3. DISCREPANCIES a. Should a Bidder find discrepancies in or omissions from the Drawings, Specifications and associated Bid Documents, or be in doubt as to their
meaning, Bidder shall at once enter the item in the Q&A Board of the eBuilder Bid Portal and an Addenda with written instructions will be sent to all bidders. Neither the Owner nor
the Architect will be responsible for oral instructions. Every request for such interpretation should be in writing and entered into the eBuilder Bid Portal Q&A Board. Inquiries received
in advance of the deadline established at the Pre-Bid conference will be given consideration. Rev. 9-2016 INSTRUCTIONS TO BIDDERS INS-3 4. PRE-BID CONFERENCE a. A virtual pre-bid
conference has been scheduled for 9:00AM, September 25, 2020, via Zoom at: https://cornell.zoom.us/j/99153434533?pwd=dysyRlFIUDB0QmlwcEtaZGlXY2hVQT09 A Pre-bid walkthrough is schedule
for 1:00PM on September 25, 2020, and will begin at the Duffield Hall Loading Dock, 343 Campus Road, Ithaca, New York. The Zoom meeting will be to review project related information
and respond to Bidder questions. The Pre-Bid Conference is designed to assist Bidders in understanding the Contract Documents, the opportunity to pose clarifying questions or make
inquiries regarding Contract Documents. Results will be published in an Addendum. 5. BID SUBMISSION Bid Submissions must include the following: a. Base Bid entered into the eBuilder
Portal broken down per the Bid Scope Tab Schedule of Values (Step 1: Bid Form of the Response Form tab). b. Additional Required Information: 1. Bid Proposal Certification Form 2.
Bid Bond 3. Bond Surety Company 4. Bonding Rate for Change Orders 5. Proposed Project Team and Resumes 6. Proposed Project Schedule 7. Unit Pricing 8. Substitutions c. Bid Proposal
Certification Form: The Bid Proposal Certification Form shall be signed by the Principal(s) or Officer(s) legally authorized to bind the Bidder, and to execute such documents on behalf
of their respective firms or organizations, and the Certificates included in the Bid Proposal Certification Form shall be completed accordingly. Bidder's legal name should be fully
and accurately stated. Completed form shall be without interlineation, alterations, or erasures unless initialed and dated by the signer; Owner expressly reserves the right to accept
or reject any or all bids, and to waive irregularities or informalities in its sole and reasonable discretion. d. Bid Bond: Each Bidder will be required to furnish a Bid Bond electronically
via the eBuilder Bid Portal in the amount of 10% of the Bid Amount. Such Bid Bond shall guarantee that the Bidder will execute the Contract if it is awarded to him in conformity with
his Proposal. Such Proposal Guarantee Bond shall include a statement that the Insurer shall, at the option of the Bidder, be willing to provide to the Bidder the Contract Bonds as
described in 13 below. Rev. 9-2016 INSTRUCTIONS TO BIDDERS INS-4 6. SALES AND USE TAX EXEMPTION a. The Owner, Cornell University, a non-profit educational institution, is exempt
from payment of certain Sales and Use Taxes. 7. FEDERAL EXCISE TAX a. The Owner, Cornell University, a non-profit educational institution, is exempt from payment of certain Federal
Excise Taxes. 8. TAX EXEMPT STATUS a. Bidders shall inform all prospective subcontractors and suppliers from whom they expect to obtain proposals or quotations of the tax-exempt status
of the Owner as set forth above and request that they reflect anticipated tax credits in their proposals or quotations. 9. EXEMPTION CERTIFICATES a. At the Contractor's request, following
the award of a Contract, Contractor exempt purchase certificates will be furnished by the Owner to the Contractor with respect to such tax-exempt articles or transactions as may be
applicable under the Contract. 10. TRADE SUBCONTRACTORS, MATERIAL SUPPLIERS a. Each portion of the work shall be performed by an organization equipped and experienced to do work in
that particular field, and no portion of the work shall be reserved by the Bidder to himself unless he is so equipped and experienced. Subcontracts shall be awarded only to parties
satisfactory to the Owner and the Architect. Each subcontractor and materials supplier shall be approved individually. b. In the spaces provided in the eBuilder Bid Portal Bid Scope
form, the Bidder shall list all portions of the work he proposes to perform directly with his own forces. c. A list of names from which the Bidder proposes to select subcontractors,
materials suppliers, and/or manufacturers for the principal trades or subdivisions of the work is required as part of the Proposal. d. In the Bid Scope Tab in the eBuilder Bid Portal,
a list of the principal trades or subdivisions of the work for which such a listing is required, together with the provisions which govern the listing, selection and approval of principal
subcontractors. 11. UNIT PRICES The Bidder agrees, if awarded the Contract, to perform work "In addition to" or "deducted from" the scope of the Contract Documents as directed by
the Owner and/or Architect, computed in accordance with the unit prices, which prices include all overhead, profit and other expense items in connection therewith, subject to the terms
of the Contract Documents. a. Certain Unit Prices may be requested. If requested, a form will be attached to these instructions and will need to be completed and uploaded to the eBuilder
Bidding Portal Response Form – Step 3 – Additional Required Information Custom Fields. All Bidders are required to bid on all Unit Prices without exception. Rev. 9-2016 INSTRUCTIONS
TO BIDDERS INS-5 b. All unit prices include the installation or omission, complete for each item, together with all work in connection therewith and shall include all shoring, bracing,
dewatering and other incidental work. c. Unit prices shall be the total compensation for the item and includes all overhead, profit and any other charges of the Contractor and/or subcontractor
in connection therewith. d. Adjustments will be computed on net variation of total quantities of like items. e. The Owner reserves the right to accept or reject any or all of the
unit prices listed below prior to the execution of the Contract. 12. SUBSTITUTIONS a. Proposals shall conform to the requirements of the Bid Documents. b. The Bidder may offer substitutions
for any item of material or equipment, element of work, or method of construction set forth in the Bid Documents, with the exception of Form of Contract, General Conditions and General
Requirements - Division 1, are to be entered into the eBuilder Bid Portal Response Form – Step 3 – Additional Required Information Custom Fields by listing each proposed substitution,
together with the amount to be deducted from the Base Bid if the substitution is accepted on the form supplied with these instructions. However, the Bidder is cautioned to make his
base proposal on the materials and items specified by name or other particular reference. 13. ALTERNATE PROPOSALS a. Certain Alternate Proposals may be requested by the Owner and
are included in the General Requirements. They will be listed in the Bid Scope Tab in the eBuilder Bid Portal. All Bidders are required to bid on all Alternates without exception.
b. Alternate Proposals shall include all overhead, profit and other expenses in connection therewith. 14. METHOD OF SUBMISSION a. Base Bid shall be prepared and electronically submitted
via the eBuilder Bid Portal. All required fields and attachments in the eBuilder Bid Portal must be completed. b. Bid Proposal Certification Form shall be prepared electronically
submitted as an attachment via the eBuilder Bid Portal Response Form – Step 3 – Additional Required Information Custom Fields. c. Completed and responsive Bid Proposals shall be submitted
through the eBuilder Bid Portal no later than 2:00PM on October 13, 2020. d. Bid Proposals shall not contain any recapitulation of the work to be done. No oral, written, electronic
or telephonic proposals, or modifications will be considered. Rev. 9-2016 INSTRUCTIONS TO BIDDERS INS-6 15. BID OPENING a. Completed and responsive Bid Proposals will be opened electronically
via eBuilder Bid Portal. Responsive Bid results will be posted to the Facilities Contracts website at: https://finance.fs.cornell.edu/contracts/pob/projects.cfm The Owner reserves
the right to postpone the date and time of opening of proposals at any time prior to the date and time announced in this Instruction to Bidders or amendments thereto. 16. AWARD OF
CONTRACT a. It is the intent of the Owner to enter into a Contract with one General Contractor for the entire project. All labor and services and materials and supplies, etc. are
to be provided in accordance with the Contract. b. Award of the Contract shall be made to the bidder submitting the lowest responsive and responsible base bid who, in the opinion of
the Owner, is qualified to perform the work. The competence and responsibility of the Bidders' proposed principal subcontractors will be considered in making the Award. c. The Owner
reserves the right to reject any or all Proposals, and to waive any informalities in Bidding. Contract award shall be subject to approval of Cornell University’s Contractors Qualification
Statement. d. Bidder expressly warrants and commits that its Proposal shall remain unchanged and in full force and effect at the Owner’s option for a period of not less than ninety
(90) calendar days following the bid opening date. e. Bidders may submit, recall, modify, resubmit or withdraw their Bids through the eBuilder Bid Portal up until the Bid Due Date
and Time. f. The Owner reserves the right to accept any of the Alternate Proposals listed within thirty (30) calendar days following the award of a construction contract or such other
time as may be agreed to by the Owner and Contractor. 17. SCHEDULE OF VALUES a. The successful Bidder shall submit a complete "Schedule of Values" showing the amounts allocated to
the various trades, suppliers, subcontractors, installers and General Contractor's work, aggregating the total sum of the Contract. If requested by the Owner or Architect, the complete
"Schedule of Values" shall be submitted prior to award of Contract. 18. PERFORMANCE AND LABOR AND MATERIALS PAYMENT BONDS Prior to commencement of on-site construction activities,
the successful Bidder shall furnish the Owner with "Performance" and “Labor and Material Payment Bonds", each in the amount of 100% of the Contract Price. Each of these Bonds are to
be in a form with such sureties as the Owner may approve. The cost of such bonds shall be included in the Bidders Proposal. Rev. 9-2016 INSTRUCTIONS TO BIDDERS INS-7 19. START OF
WORK a. Upon discontinuance or modification of applicable civil order(s) (e.g., NY State Executive Order(s)) permitting commencement of the subject Work or the Project has been deemed
essential, construction activities on-site shall be started within seven (7) calendar days. Bidder further agrees to achieve substantial completion within the established Project Duration
Schedule. 1. Work shall be completed within fifty (50) calendar days from the commencement of construction activities on site. 2. NOTE: Prior to commencement of any on-site construction
activities, the successful Bidder shall: i. Furnish the Owner with fully executed and satisfactory Payment and Performance bonds. No on-site construction activities may commence until
executed and satisfactory bonds are in place for the subject project. ii. Furnish the Owner with safety plan related to COVID-19 pandemic b. The construction schedule and completion
are critical. The Contractor shall provide adequate labor and equipment in the Bid to ensure that no slippage of the schedule will occur. 20. ADDENDA AND BULLETINS a. Bidders must
acknowledge in Step 3 of the Bid Response in the eBuilder Bid Portal each Addendum and/or Bulletin issued during the bidding period. 21. REQUIRED POST-AWARD SUBMISSIONS BY THE APPARENT
LOW BIDDER a. Within fourteen days after bid opening: (1) Use of Minority and Female Vendor Forms (2) Summary of Bid Activity with Minority and Female Subcontractors/Vendors (3) Six-Month
Workforce Projection b. Upon Execution of Contract: (1) Insurance Certificate (2) Performance Bond (3) Labor and Material Payment Bond (4) Schedule of Work (bar chart) (5) Federal
Tax Identification Number END OF SECTION BID PROPOSAL CERTIFICATION FORM BF-1 DUFFIELD HALL 330 LAB RENOVATIONS Cornell University, Ithaca, New York BID PROPOSAL CERTIFICATION
FORM Vendor Name: Type of Firm, State of Incorporation if Applicable Street Address, City, State, Zip Having carefully examined the Instructions to Bidders, the "Conditions
of the Contract" (General, Division 1 - "General Requirements"), Supplemental Conditions, the Drawings, Specifications and associated Bid Documents dated September 4, 2020, prepared
by Facilities Engineering, 201 Humphreys Service Building, Ithaca, New York 14853, as well as the premises and conditions affecting the work, proposes to furnish all material, equipment,
labor, plant, machinery, tools, supplies, services, applicable taxes and specified insurance necessary to perform the entire work, as set forth in, and in accordance with the said documents.
1. Receipt of the Addenda to the Terms and Conditions, Drawings or Specifications has been acknowledged in the eBuilder Bid Portal. 2. Minority and Women’s Business Enterprises (M/WBEs)
a. The undersigned shall, if awarded the Contract, endeavor to include both Minority and Women Owned Business Enterprises participation and to demonstrate a “good faith effort” with
respect to these requirements. Goals shall be as follows: • A goal of 2.2% for Minority-Owned Business Enterprise participation shall be applied as follows: a maximum of one-third
(1/3) of the goal may be applied to purchases of materials, supplies, and equipment from MBEs. • A goal of 3.5% for Women-Owned Business Enterprise participation shall be applied as
follows: a maximum of one-third (1/3) of the goal may be applied to purchases of materials, supplies, and equipment from WBEs. 3. Milestone Dates a. Upon project being deemed essential
or discontinuance or modification of applicable civil order(s) (e.g., NY State Executive Order(s)) permitting commencement of the subject Work, construction activities on-site shall
be started within seven (7) calendar days. Bidder agrees to achieve substantial completion within the established Project Duration. i. Work shall be completed within (50) fifty Calendar
days from the commencement of construction activities on site. BID PROPOSAL CERTIFICATION FORM BF-2 b. The Contractor shall provide adequate labor and equipment in the Bid to ensure
that no slippage of the schedule will occur. Contractor shall attach a Project Duration Schedule to this form that meets the duration established. c. Following are additional Milestone
Dates: d. The undersigned agrees, if awarded the Contract, to furnish a "Construction Progress Schedule" consistent with the agreed upon Construction Duration showing the starting
and completion dates for all principal trades and subdivisions of the Work, together with such additional information related thereto as may reasonably be required. Such schedule shall
be in conformance with General Requirements, Section 01 32 16, 1.3, A. 4. Proposed Principal Subcontractors a. The undersigned agrees, if awarded the Contract, to employ subcontractors
from the list submitted in the eBuilder Bid Portal Response Form – Step 3 – Additional Required Information Custom Fields subject to the following provisions: i. The Owner and Architect
reserve the right to review the list of "Proposed Principal Subcontractors" prior to the award of the Contract, and to delete from it the name or names of any to whom they may have
a reasonable objection. The Contractor may make the final selection of principal subcontractors at his option from the resulting list after the award of the Contract. 5. Contractor
Team: a. The Owner reserves the right to reject the names of any Project Manager or Superintendent provide in the eBuilder Bid Portal submission to whom they have a reasonable objection.
6. Bonds a. Bid Bond. A Bid Bond in the amount of a minimum of 10% of Bid Amount is attached to the eBuilder Bid Portal Response Form – Step 3 – Additional Required Information Custom
Fields. b. Performance and Payment Bonds. Prior to commencement of any on-site construction activities, the undersigned expressly agrees if awarded the Contract, to deliver to Owner
executed "Performance" and "Labor and Material Payment Bonds" in such forms as are acceptable to the Owner and in an amount equal to 100% of the Contract Sum. c. Such bonds will
be furnished by the Surety entered into the eBuilder Bid Portal Response Form – Step 3 – Additional Required Information Custom Fields. BID PROPOSAL CERTIFICATION FORM BF-3 d. Bonding
Rate for Change Orders has been entered into the eBuilder Bid Portal Response Form – Step 3 – Additional Required Information Custom Fields. 7. Bid Scope - Schedule of Values a.
The undersigned agrees, prior to the award of a construction contract and upon the request of the Architect or Owner, to submit a complete, itemized and detailed "Schedule of Values"
including Alternates elected, if any, showing the amount allocated to the various trades and subdivisions of the work, aggregating to the total Contract Sum submitted in the eBuilder
Bid Portal. 8. Substitutions a. The Base Bid is predicated on compliance with the Drawings and Specifications without substitutions. b. The Bidder may offer substitutions for any
item noted in the Specifications, with the exception of Form of Contract, General Conditions and General Requirements - Division 1. c. Any Substitutions are to be entered into the
eBuilder Bid Portal Response Form – Step 3 – Additional Required Information Custom Fields by listing each proposed substitution, together with the amount to be deducted from the Base
Bid if the substitution is accepted. d. The Owner reserves the right to accept or reject any proposed substitution. e. The sum stated includes any modifications of work or additional
work that may be required by reason of acceptance of substitution. Substitute materials must be approved and accepted by the Owner in writing before same may be used in lieu of those
named in the Specifications. 9. Unit Price Schedule a. The undersigned agrees, if awarded the Contract, to perform work "In addition to" or "deducted from" the scope of the Contract
Documents as directed by the Owner and/or Architect, computed in accordance with the unit prices form uploaded in the eBuilder Bid Portal Response Form – Step 3 – Additional Required
Information Custom Fields, which prices include all overhead, profit and other expense items in connection therewith, subject to the terms of the Contract Documents. b. All unit prices
include the installation or omission, complete for each item, together with all work in connection therewith and shall include all shoring, bracing, dewatering and other incidental
work. c. Adjustments will be computed on net variation of total quantities of like items. d. The Owner reserves the right to accept or reject any or all of the unit prices entered
into the eBuilder Bid Portal Response Form – Step 3 – Additional Required Information Custom Fields prior to the execution of the Contract. BID PROPOSAL CERTIFICATION FORM BF-4
10. Acceptance a. The undersigned agrees that the amount submitted for the Base Bid and any Alternates and Unit Pricing along with the required attachments in the Response Form – Step
3 – Additional Required Information Custom Fields submitted in the eBuilder Bid Portal have been reviewed and are accurate. b. The undersigned acknowledges as Contractor to be and
remain exclusively in control of the Project site and Work, as well as the Project’s Health & Safety Plan, measures, and/or protocols, for the duration of construction activities.
i. The undersigned acknowledges receipt of Supplemental Conditions to the Contract surrounding Contractor Response and Health & Safety Protocols for COVID-19, or other viral, bacterial,
or microbial presence (as applicable). ii. The undersigned acknowledges that no one will be permitted on the job site until the Health & Safety Plan has been submitted. c. It is understood
and agreed that the Owner expressly reserves the right to accept or reject any or all bids, and to waive irregularities or informalities in its sole and reasonable discretion. d. Upon
acceptance of Bidder’s Proposal, Bidder expressly agrees and affirms to hold its unchanged Bid Proposal for ninety (90) calendar days. The undersigned will execute an Agreement between
Contractor and Owner, amended and/or supplemented, if required, in accordance with the Proposal as accepted. Nothing contained herein shall preclude Bidder and Owner from mutually
agreeing upon a Contract based upon the unchanged Bid Proposal if the time elapsed from Award is in excess of ninety (90) calendar days. e. The undersigned acknowledges the following
Addendum(s) (as applicable): f. It is understood and agreed that award of the Contract shall be made to the Bidder submitting the lowest responsive and responsible bid who, in the
sole discretion of the Owner, is qualified to perform the Work. g. The undersigned agrees to furnish Owner satisfactory and executed Performance and Payment Bonds prior to the commencement
of any Work on-site. h. Alternates: 1. The undersigned, if awarded the Contract, proposes to perform work in addition to or in place of the scope of the work shown and specified herein
associated with the Base Bid in accordance with the Alternate Proposals, which amounts are to be added or deducted to the amount of the Base Bid as indicated for the Alternates specified
in Division 1 of the Specifications. Addendum No. __ dated ____. BID PROPOSAL CERTIFICATION FORM BF-5 2. It is understood that the Owner reserves the right to accept or reject any
of the Alternate Proposals provided in the eBuilder Bid Portal within thirty (30) calendar days following the award of a construction contract or such other time as may be agreed to
by the Owner and Contractor. The following documentation is required to be submitted electronically in the eBuilder Bidding Portal Response Form – Step 3 – Additional Required Information
Custom Fields Bid Proposal Certification Form (this Form) signed and executed Project Duration Schedule Bid Bond Proposed Project Team Resumes (Bidder) By: Title:
Business Address: Dated: BID PROPOSAL CERTIFICATION FORM BF-6 CERTIFICATE OF NON-COLLUSION By submission of this bid, each bidder and each person signing on behalf
of any bidder certifies, and in the case of a joint bid each party thereto certifies as to its own organization, under penalty of perjury, that to the best of its knowledge and belief:
a. The prices in this bid have been arrived at independently without collusion, consultation, communication, or agreement, for the purpose of restricting competition, as to any matter
relating to such prices with any other bidder or with any competitor. b. Unless required by law, the prices that have been quoted in this bid have not been knowingly disclosed, directly
or indirectly, by the bidder and will not knowingly be disclosed by the bidder to any other bidder or any competitor prior to opening. c. No attempt has been made or will be made
by the bidder to induce any other persons, partnership, or corporation to submit or not submit a bid for the purpose of restricting competition. (Bidder) By: Title:
Dated: BID PROPOSAL CERTIFICATION FORM BF-7 CERTIFICATE AS TO CORPORATE BIDDER I, _____________________________________________________, certify that I am the ________________________
_____ of the Corporation named as Bidder within this Bid Form for General Contractors; that __________________________________, who signed said Bid Form on behalf of the bidder was then
_______________________________ of said Corporation; that I know his signature; that his signature thereto is genuine and that said Bid Form and attachments thereto were duly signed
and executed for and on behalf of said Corporation by authority of its governing body. (Secretary-Clerk) Dated: Rev 12.2018 G E N E R A L C O N D I T
I O N S FOR DUFFIELD HALL 330 LAB RENOVATIONS CORNELL UNIVERSITY ITHACA, NEW YORK i Rev 12.2018 GENERAL CONDITIONS TABLE OF CONTENTS Page ARTICLE 1 INTERPRETATION
OF CONTRACT DOCUMENTS Section 1.01 Owner 1 Section 1.02 Meaning and Intent of Specifications, Plans and Drawings 1 Section 1.03 Order of Precedence 1 ARTICLE 2 CONTRACTOR Section
2.01 Contractor's Obligations 2 Section 2.02 Contractor's Title to Materials 2 Section 2.03 "Or Equal" Clause 2 Section 2.04 Quality, Quantity and Labeling 3 Section 2.05 Superintendence
by Contractor 3 Section 2.06 Subsurface or Site Conditions 4 Section 2.07 Representations of Contractor 4 Section 2.08 Verifying Dimensions and Site Conditions 4 Section 2.09 Copies
of Contract Documents for Contractors 5 Section 2.10 Meetings 5 Section 2.11 Related Work 5 Section 2.12 Surveys and Layout 5 Section 2.13 Errors, Omissions or Discrepancies 5
Section 2.14 Project Labor Rates 6 Section 2.15 Daily Reports 6 ARTICLE 3 INSPECTION AND ACCEPTANCE Section 3.01 Access to the Work 6 Section 3.02 Notice for Testing 6 Section
3.03 Inspection of Work 7 Section 3.04 Inspection and Testing 7 Section 3.05 Defective or Damaged Work 7 Section 3.06 Acceptance 7 ARTICLE 4 CHANGES IN WORK Section 4.01 Changes
8 Section 4.02 Claims for Extra Work 11 Section 4.03 Form of Change Orders 12 ARTICLE 5 TIME OF COMPLETION Section 5.01 Time of Completion 12 ii Rev 12.2018 TABLE OF CONTENTS
Page ARTICLE 6 TERMINATION Section 6.01 Termination for Cause 13 Section 6.02 Termination for Convenience of Owner 13 Section 6.03 Owner's Right to do Work 13 ARTICLE 7 DISPUTES
Section 7.01 Disputes Procedure 14 ARTICLE 8 SUBCONTRACTS Section 8.01 Subcontracting 15 ARTICLE 9 COORDINATION AND COOPERATION Section 9.01 Cooperation with Other Contractors
15 ARTICLE 10 PROTECTION OF RIGHTS, PERSONS AND PROPERTY Section 10.01 Accidents and Accident Prevention 16 Section 10.02 Adjoining Property 17 Section 10.03 Emergencies 17 Section
10.04 Bonds 17 Section 10.05 Risks Assumed by the Contractor 18 Section 10.06 Contractor's Compensation and Liability Insurance 18 Section 10.07 Liability Insurance of the Owner
20 Section 10.08 Owner's and Contractor's Responsibilities for Fire and Extended Coverage Insurance Hazards 20 Section 10.09 Effect of Procurement of Insurance 21 Section 10.10
No Third Party Rights 21 ARTICLE 11 USE OR OCCUPANCY PRIOR TO ACCEPTANCE BY OWNER Section 11.01 Substantial Completion 21 Section 11.02 Occupancy Prior to Acceptance 21 ARTICLE
12 PAYMENT Section 12.01 Provision of Payment 22 Section 12.02 Stored Materials & Equipment 23 Section 12.03 Retention 24 Section 12.04 Withholding Payments 24 Section 12.05 Documents
and Conditions Precedent to Final Payment 25 Section 12.06 Final Payment and Release 26 iii Rev 12.2018 TABLE OF CONTENTS Page ARTICLE 13 TAX EXEMPTION Section 13.01 Tax Exemption
26 ARTICLE 14 GUARANTEE Section 14.01 Guarantee 27 ARTICLE 15 STANDARD PROVISIONS Section 15.01 Provisions Required by Law Deemed Inserted 27 Section 15.02 Laws Governing the
Contract 27 Section 15.03 Assignments 27 Section 15.04 No Third Party Rights 28 Section 15.05 Waiver of Rights of Owner 28 Section 15.06 Limitation on Actions 28 Section 15.07
Owner's Representative 28 ARTICLE 16 MINORITY AND WOMEN BUSINESS ENTERPRISES Section 16.01 Definitions 28 Section 16.02 Participation by Minority and Women Business Enterprises
28 Section 16.03 MWBE Utilization Plan 29 Section 16.04 Reports and Records 29 ARTICLE 17 ACCOUNTING, INSPECTION AND AUDIT 30 ARTICLE 18 CONTRACTOR PERFORMANCE EVALUATION 30 ARTICLE
19 ROYALTIES AND PATENTS 30 ARTICLE 20 CONFIDENTIALITY AND USE OF OWNER'S NAME Section 20.01 Release of Information 31 Section 20.02 Confidential Information 31 Section 20.03 Use
of Owner's Name 31 ARTICLE 21 CORNELL UNIVERSITY STANDARDS OF ETHICAL CONDUCT 32 iv Rev 12.2018 EXHIBITS A Change Order Documentation Instructions Construction Contract
Change Order Request Construction Contract Change Order Summary B Final Release C Guarantee D Form I MWBE Utilization Plan Form II Contractor’s Affirmative Action Plan Form
III Affirmative Action Workforce Report E Labor Rate Breakdown F Stored Materials Invoicing Documentation G Contractor Performance Evaluation 1 Rev 12.2018 ARTICLE 1 -- INTERPRETATION
OF CONTRACT DOCUMENTS Section 1.01 - Owner A. The Owner is Cornell University as identified in the Agreement and referred to throughout the Contract Documents as the "Owner" or "Cornell
University". B. Ownership of Documents: All drawings, specifications, computations, sketches, test data, survey results, photographs, renderings and other material relating to the
Work, whether furnished to or prepared by the Contractor, are the property of Cornell University. The Contractor shall use such materials or information therefrom only in connection
with the Work of this Contract. When requested, the Contractor shall deliver such materials to Cornell University. C. The Owner shall give all orders and directions contemplated under
the Contract relative to the execution of the Work. The Owner shall determine the amount, quality, acceptability, and fitness of the Work and shall decide all questions which may arise
in relation to said Work. The Owner's estimates and decisions shall be final except as otherwise expressly provided. D. Any differences or conflicts concerning performance which may
arise between the Contractor and other Contractors performing Work for the Owner shall be adjusted and determined by the Owner. E. The table of contents, titles, captions, headings,
running headlines, and marginal notes contained herein and in said documents is intended to facilitate reference to various provisions of the Contract Documents and in no way affect
the interpretation of the provisions to which they refer. Section 1.02 - Meaning and Intent of Specifications, Plans and Drawings The meaning and intent of all specifications, plans
and drawings shall be determined in a manner approved by the Owner. Section 1.03 - Order of Precedence A. Should a conflict occur in or between or among any parts of the Contract
Documents that are entitled to equal preference, the more expensive way of doing the Work, the better quality or greater quantity of material shall govern, unless the Owner otherwise
so directs in writing. B. Drawings and specifications are reciprocal. Anything shown on the plans and not mentioned in the specifications, or mentioned in the specifications and not
shown on the plans, shall have the same effect as if shown or mentioned in both. C. Requirements of reference standards form a part of these specifications to the extent indicated
by the reference thereto. When provisions of reference standards conflict with provisions in these specifications, the specifications shall govern. 2 Rev 12.2018 ARTICLE 2 -- CONTRACTOR
Section 2.01 - Contractor's Obligations A. The Contractor shall, in good workmanlike manner, perform all the Work required by the Contract within the time specified in the Contract.
The Contractor shall comply with all terms of the Contract, and shall do, carry on, and complete the entire Work to the satisfaction of the Owner. 1. All labor for this project which
is normally under the jurisdiction of one of the local unions as covered in the contract between the Tompkins-Cortland Building Trades Council, Maintenance Division and Cornell University
shall be performed by Union labor. B. The Contractor shall furnish, erect, maintain, and remove such construction plant and such temporary Work as may be required. C. The Contractor
shall provide and pay for all labor, material, tools, equipment, machinery, as well as utility connections, transportation, and all other facilities and services necessary for the proper
execution and completion of the Work, except as otherwise specified elsewhere in the Contract Documents. D. Whenever a provision of the Specifications conflicts with agreements or
regulations in force among members of trade associations, unions, or councils which regulate or distinguish what work shall or shall not be included in the work of a particular trade,
the Contractor shall make all necessary arrangements to reconcile such conflict without delay, damage, or cost to the Owner and without recourse to the Architect or the Owner. In case
progress of the Work is affected by undue delay in furnishing or installing items of material or equipment required under the Contract because of a conflict involving such agreement
or regulations, the Owner or the Architect may require that other material or equipment of equal kind and quality be provided at no additional cost to the Owner. Section 2.02 - Contractor's
Title to Materials A. The Contractor warrants that the Contractor has full, good and clear title to all materials and supplies used by the Contractor in the Work, free from all liens,
claims or encumbrances. B. All materials, equipment and articles which become the property of the Owner shall be new unless specifically stated otherwise. Section 2.03 - "Or Equal"
Clause A. Whenever a material, article or piece of equipment or method is identified on the plans or in the specifications by reference to manufacturers' or vendors' names, trade name,
catalogue number, or make, no others may be substituted. Any and all other "Or Equal" considerations will be handled under this Section in accordance with General Requirements, Section
01 25 00. 3 Rev 12.2018 B. Where the Architect approves a product proposed by the Contractor and said proposed product requires a revision or redesign of any part of the Work covered
by this Contract, or the Work covered by other contracts, all said revision or redesign, and all new drawings and details required therefor shall be provided by the Contractor and shall
be approved by the Architect. All time spent by the Architect or its agents to evaluate the proposed substitution and or necessary engineering cost to accommodate the requested change
shall be reimbursed to the Owner by the Contractor via the Change Order procedure. Section 2.04 - Quality, Quantity and Labeling A. The Contractor shall furnish materials and equipment
of the quality and quantity specified in the Contract. Unless otherwise provided, all materials and articles incorporated into the work shall be new and of the most suitable grade
of their respective kinds for the purpose. When required by the Contract Documents or when directed by the Owner, the Contractor shall supply the Owner's Representative, for their
acceptance, full information concerning any material which the Contractor contemplates incorporating into the work. Materials and articles installed or used without such acceptance
shall be at the risk of subsequent rejection. B. When materials are specified to conform to any standard, the Owner may require that the materials delivered to the Site shall bear
manufacturer's labels stating that the materials meet said standards. C. The above requirements shall not restrict or affect the Owner's right to test materials as provided in the
Contract. D. Whenever several alternative materials or items are specified by name or other particular reference for one use, the Owner's Representative may require the Contractor
to submit in writing a list of the particular materials or items the Contractor intends to use before the Contract is executed. Section 2.05 - Superintendence by Contractor A. The
Contractor shall employ a full-time effective, responsive and competent construction superintendent and necessary staff; the construction superintendent shall devote full time to the
Work and shall have full authority to act for the Contractor at all times. The Contractor shall provide the Owner with the names and authority of such personnel in writing. B. If
at any time the superintendent is not satisfactory to the Owner, the Contractor shall, if requested by the Owner, replace said superintendent with another superintendent satisfactory
to the Owner. There shall be no change in superintendent without the Owner's approval. C. The Contractor shall remove from the Work any employee of the Contractor or of any Subcontractor
when so directed by the Owner. 4 Rev 12.2018 Section 2.06 - Subsurface or Site Conditions A. The Contractor acknowledges that it has assumed the risk and that the contract consideration
includes such provision as the Contractor deems proper for all subsurface conditions as the Contractor could reasonably anticipate encountering from the provisions of the Contract Documents,
borings, rock cores, topographical maps and such other information as the Owner made available to the Contractor or from their own inspection and examination of the site prior to the
Owner's receipt of bids. B. In the event that the Contractor encounters subsurface physical conditions at the site differing substantially from those shown on or described or indicated
in the Contract Documents and which could not have been reasonably anticipated from the aforesaid information made available by the Owner or from the Contractor's aforesaid inspection
and examination of the site, the Contractor shall give immediate notice to the Owner of such conditions before they are disturbed. Such notice shall include probable cost and/or any
impact to the schedule. The Owner will thereupon promptly investigate the conditions and if Owner finds that they do substantially differ from that which should have been reasonably
anticipated by the Contractor, the Owner shall make such changes in the drawings and specifications as may be necessary and a change order shall be issued. Section 2.07 - Representations
of Contractor The Contractor represents and warrants: A. That the Contractor is financially solvent and is experienced in and competent to perform the Work; B. That the Contractor
is familiar with all Federal, State, or other laws, ordinances, orders, building codes, rules and regulations, which may in any way affect the Work; C. That any temporary and permanent
Work required by the Contract can be safely and satisfactorily constructed. D. That the Contractor has carefully examined the Contract and the Site of the Work and that, from the Contractor's
own investigations is satisfied as to the nature and location of the Work, the character, quality and quantity of surface and subsurface materials likely to be encountered, the character
of equipment and other facilities needed for the performance of the Work, the general and local conditions, and all other materials or items which may affect the Work. The Contractor
has correlated those observations with the requirements of the Contract Documents and has made all other investigations essential to a full understanding of the Work and the difficulties
which may be encountered in performing the Work. Section 2.08 - Verifying Dimensions and Site Conditions A. The Contractor shall take all measurements at the Site and shall verify
all dimensions and site conditions at the Site before proceeding with the Work. If said dimensions or conditions are found to be in conflict with the Contract, the Contractor immediately
shall refer said conflict to the Owner. 5 Rev 12.2018 B. During the progress of Work, the Contractor shall verify all field measurements prior to fabrication of building components
and equipment, and proceed with the fabrication to meet field conditions. C. The Contractor shall consult all Contract Documents to determine exact location of all Work and verify
spatial relationships of all Work. Any question concerning said location or spatial relationships shall be submitted in a manner approved by the Owner. D. Specific locations for equipment,
pipelines, ductwork and other such items of Work, where not dimensioned on plans, shall be determined in consultation with the Owner and other affected Contractors and Subcontractors.
E. The Contractor shall be responsible for the proper fitting of the Work in place. F. Should failure of the Contractor to perform services under this section result in additional
costs to the Owner, the Contractor shall be responsible for such additional costs. Section 2.09 - Copies of Contract Documents for Contractors A. The Owner shall furnish to the Contractor,
without charge, up to five (5) sets of Contracts Documents and one (1) set of reproducible sepias. B. Any sets in excess of the number mentioned above may be furnished to the Contractor
at the cost of reproduction and mailing. C. All drawings, specifications, and copies thereof furnished by the Owner are the property of the Owner. They are not to be used on other
work, and with the exception of the signed Contract Set, are to be returned to the Owner on request at the completion of the work. Section 2.10 - Meetings The Contractor and all subcontractors
as requested shall attend all meetings as directed by the Owner or the Owner's Representative. Section 2.11 - Related Work The Contractor shall examine the Contract for related work
to ascertain the relationship of said work to the Work under the Contract. Section 2.12 - Surveys and Layout Unless otherwise expressly provided in the Contract, the Owner shall furnish
the Contractor all surveys of the property necessary for the Work, but the Contractor shall lay out the Work. Section 2.13 - Errors, Omissions or Discrepancies The Contractor shall
examine the Contract thoroughly before commencing the Work and report in writing any errors or discrepancies to the Owner or the Owner's Representative. 6 Rev 12.2018 Section 2.14
- Project Labor Rates The Contractor shall submit to the Owner, for review and approval, within thirty (30) days after Contract is awarded all trade labor rates inclusive of fringe
benefits, taxes, insurance for the duration of the individual craft agreement in accordance with Exhibit G. Revised rates shall be provided within thirty (30) days of signing any new
agreements with the individual crafts during this project. Section 2.15 – Daily Reports The Contractor's Construction Superintendent shall submit a Daily Report to the Cornell University
Project Manager or the Resident Field Engineer at the job site. Such reports shall, at a minimum, contain the following information: Name of Project Project Number Date of Report
Weather Conditions Equipment on the site Contractors on site including name and number of employees on site for each contractor Work/area and activity for each contractor Overtime worked
and planned work progress Environmental problems and corrections Other information, such as special events, occurrences, materials delivered, accidents or injuries, recommendations,
suggestions, visitors, inspections, equipment start-up and check out, occupancy, etc. ARTICLE 3 -- INSPECTION AND ACCEPTANCE Section 3.01 - Access to the Work The Owner and Architect,
or their duly authorized representatives, assistants, or inspectors shall at all times and for any purpose have access to the work and the premises used by the Contractor, and the Contractor
shall provide safe and proper facilities therefor. In addition, the Contractor shall, whenever so requested, give the Owner and Architect or their duly authorized representatives access
to the proper invoices, bills of lading, specifications, etc., which may be required in determining the adequacy and/or quantity of materials used in completion of the work. Section
3.02 - Notice for Testing If the Contract Documents, laws, ordinances, rules, regulations, or orders of any public authority having jurisdiction require any work to be inspected, tested,
accepted, or approved, the Contractor shall give the Owner timely notice of its readiness and of the date arranged so the Owner may observe such inspection, testing, or approval. The
Contractor shall bear all costs of such inspection, tests, and approvals unless otherwise provided. 7 Rev 12.2018 Section 3.03 - Inspection of Work A. The Contractor will cooperate
in all ways to facilitate the inspection and examination of the work. The inspections and examinations will be carried out in such a manner that the work will not be delayed. B. All
Work, all materials whether or not incorporated in the Work, all processes of manufacturer, and all methods of construction shall be, at all times and places, subject to the inspection
of the Owner and the Owner shall be the final judge of the quality and suitability of the Work. Any Work not approved by the Owner shall immediately be reconstructed, made good, replaced
or corrected by the Contractor including all Work of other Contractors destroyed or damaged by said removal or replacement. C. Required certificates of inspection, testing, acceptance,
or approval shall be secured by the Contractor and promptly delivered to the Owner. Section 3.04 - Inspection and Testing All materials and equipment used in the Work shall be subject
to inspection and testing in accordance with accepted standards to establish conformance with specifications and suitability for uses intended, unless otherwise specified in the Contract.
If any Work shall be covered or concealed without the approval or consent of the Owner, said Work shall, if required by the Owner, be uncovered for examination. If any test results
are below specified minimums, the Owner may order additional testing. The cost of said additional testing, any additional professional services required, and any other expenses incurred
by the Owner as a result of said additional testing shall be paid by the Contractor. Reexamination of any part of the Work may be ordered by the Owner, and if so ordered the Work must
be uncovered by the Contractor. If said Work is found to be in accordance with the Contract, the Owner shall pay the cost of reexamination and replacement. If said Work is found not
to be in accordance with the Contract, the Contractor shall pay the cost of reexamination and replacement. Section 3.05 - Defective or Damaged Work If, in the opinion of the Owner,
it is undesirable to replace any defective or damaged materials or to reconstruct or correct any portion of the Work injured or not performed in accordance with the Contract, the compensation
to be paid to the Contractor shall be reduced by an amount which, in the judgment of the Owner, shall be deemed to be equitable. Section 3.06 - Acceptance No previous inspection shall
relieve the Contractor of the obligation to perform the Work in accordance with the Contract. No payment, either partial or full, by the Owner to the Contractor shall excuse any failure
by the Contractor to comply fully with the Contract Documents. The Contractor shall remedy all defects, paying the cost of any damage to other Work resulting therefrom. 8 Rev 12.2018
ARTICLE 4 -- CHANGES IN WORK Section 4.01 - Changes A. The Owner, without invalidating the Contract, may order changes within the general scope of the Contract and the Contractor
shall promptly comply with such change orders. B. A change order is a written direction to the Contractor signed by the Owner, issued after execution of the Contract, authorizing a
change in the Work, extra work, or an adjustment in the Contract price or time of performance. C. No claims for changes, extra work or additional time to complete the Contract or an
adjustment in the Contract price shall be allowed unless such change is ordered in writing by the Owner. D. The Owner shall determine the amount by which the Contract consideration
is to be increased or decreased by a change order by one (1) or more of the following methods: 1. By agreement with the Contractor. 2. By applying the applicable price or prices previously
bid and approved. (i) To the extent that Unit Prices are applicable, as determined by the Owner, work shall be priced and paid for or credited in accordance with such Unit Prices;
except that a Unit Price shall not apply to any portion of work which is either reduced or increased by more than 25%. Said Unit Prices shall be valid for the duration of the project
as applicable, unless stipulated elsewhere in the Contract Documents. (ii) For Unit Price items, additions and deletion of like items shall be algebraically summed and then multiplied
by the applicable Unit Prices. For Direct Labor and Material items, all additions and deletions shall be algebraically summed for each subcontractor and then multiplied by the applicable
markup. (iii) Unit Prices are for work complete, measured in place and cover profit and all other costs and expenses. Unit Prices include, without limit, all conditions of the contract
and all general requirements such as layout, reproduction of Drawings and Specifications, testing and inspection, shop drawing and sample coordination, supervision (field and home office),
small tools and expendable items, insurance, taxes, temporary facilities and services, including access and safety, "asbuilt" drawings, and general and administrative overhead and profit.
9 Rev 12.2018 3. By estimating the fair and reasonable cost of: (i) Labor, including all wages, required wage supplements and insurance required by law paid to employees below
the rank of superintendent directly employed at the Site. (ii) Materials (iii) Equipment, excluding hand tools, which in the judgment of the Owner, would have been or will be employed
exclusively and directly on the Work. When submitting change orders, equipment which is common to the project scope at hand is expected to be previously paid for as overhead / general
conditions to the project. Special rental equipment or tools not common to the project that are required to perform the change order will be accepted as additional costs. 4. By
determining the actual cost of the extra work in the same manner as in Subsection 3 except the actual costs of the Contractor shall be used in lieu of estimated costs. E. Mark-up Percentages
1. Work performed by the Contractor: Where the Work is performed directly by the Contractor by adding to the total of such estimated costs a sum equal to fifteen percent (15%) thereof.
2. Work performed by a Subcontractor: Where the change order work is performed by a Subcontractor under contract with the Contractor, by adding a sum equal to fifteen (15%) of said
costs for the benefit of said Subcontractor, and by adding for the benefit of the Contractor an additional sum equal to ten percent (10%) of said costs. 3. Work performed by a Sub-Subcontractor:
Where work is performed by a Sub-Subcontractor, by adding the sum equal to fifteen percent (15%) of said costs for the benefit of said Sub-Subcontractor, by adding for the benefit
of the Subcontractor an additional sum equal to five percent (5%) of said cost and by adding for the benefit of the Contractor an additional sum equal to five percent (5%) of said cost.
The maximum aggregate of all mark-up percentages may not exceed twenty five percent (25%). 4. No Markup on Bonds and Insurance Costs: Change Order cost adjustments due to increases
or decreases in bond or insurance costs (if applicable) shall not be subject to any Markup Percentage. 5. Overtime Pay: No mark-up shall be paid on the premium portion of overtime
pay. 10 Rev 12.2018 6. Direct and Indirect Costs Covered by Markup Percentages: As a further clarification, the agreed upon Markup Percentage is intended to cover the Contractor's
profit and all indirect costs and expenses associated with the change order work. Items intended to be covered by the Markup Percentage include, without limit: home office expenses,
branch office and field office overhead expense of any kind; project management; superintendents, general foremen; estimating, engineering; coordinating; expediting; purchasing; detailing;
legal, accounting, data processing or other administrative expenses; reproduction of drawings and specifications; shop drawings and sample coordination; “as-built” drawings; permits;
auto insurance and umbrella insurance; pick-up truck costs; parking permits; cellular phones; testing and inspection; temporary facilities; access and safety provisions; and warranty
expense costs. The cost for the use of small tools and/or tools already in use on site are also to be considered covered by the Markup Percentage. Small tools shall be defined as tools
and equipment (power or non-power) with an individual purchase cost of less than $750 7. Deduct Change Orders and Net Deduct Changes: The application of the markup percentage will
apply to both additive and deductive change orders. In the case of a deductive change order, the credit will be computed by applying the percentage so that a deductive change order
would be computed in the same manner as an additive change order. In those instances where a change involves both additive and deductive work, the additions and deductions will be netted
and the markup percentage adjustments will be applied to the net amount F. Regardless of the method used by the Owner in determining the value of a change order, the Contractor, within
thirty (30) calendar days after a request for the estimate of value shall submit to the Owner a detailed breakdown of the Contractor's estimate, including all subcontractors details,
of the value of the Change Order Work, in the format detailed in Exhibit A. Each submission shall include an electronic .pdf format of all documentation. G. Unless otherwise specifically
provided for in a change order, the compensation specified therein includes a full payment for both the Work covered by the order and for any damage or expense incurred by the Contractor
by any delays, including any delays to other Work to be done under the Contract resulting from said change order. The Contractor waives all rights to any other compensation for said
damage or expense. H. The Contractor shall furnish satisfactory bills, payrolls and vouchers covering all items of cost and when requested by the Owner shall give the Owner access
to accounts and records relating thereto. 11 Rev 12.2018 Section 4.02 – Claims for Extra Work If the Contractor claims (i) that any work it has been ordered to do is extra work
or (ii) that it has performed or is going to perform extra work or (iii) that any action or omission of the Owner or the Architect is contrary to the terms and provisions of the Contract,
the Contractor shall: A. Promptly comply with such order; B. Notwithstanding the provisions of this Agreement, Article 4 of these General Condition and any other provisions of the
Contract documents to the contrary, file with the Owner, within fourteen (14) calendar days after being ordered to perform the work claimed by it to be extra work or within fourteen
(14) calendar days after commencing performance of the extra work, whichever date shall be the earlier, or within fourteen (14) calendar days after the said action or omission on the
part of the Owner or the Architect occurred, a written notice of the basis of its claim and request a determination thereof; C. Notwithstanding the provisions of this Agreement and
any other provisions of the Contract documents to the contrary, file with the Owner, within thirty (30) calendar days after said alleged extra work was required to be performed or said
alleged extra work was commenced, whichever date shall be the earlier, or said alleged action or omission by the Owner or the Architect occurred, a verified detailed statement, with
documentary evidence, of the items and basis of its claim; D. Produce for the Owner’s examination, upon notice from the Owner, all its books of account, bills, invoices, payrolls,
subcontracts, time books, progress records, daily reports, bank deposit books, bank statements, checkbooks and cancelled checks, showing all of its actions and transactions in connection
with or relating to or arising by reason of its claim, and submit persons in its employment and in its subcontractors' employment for examination under oath by any person designated
by the Owner to investigate any claims made against the Owner under the Contract, such examination to be made at the offices of the Contractor; and E. Proceed diligently, pending and
subsequent to the determination of the Owner with respect to any such disputed matter, with the performance of the Contract and in accordance with all instructions of the Owner and
the Architect. F. The Contractor's failure to comply with any or all parts of Section 4.02 shall be deemed to be: (i) a conclusive and binding determination on its part that said order,
work, action or omission does not involve extra work and is not contrary to the terms and provisions of the Contract; and (ii) a waiver by the Contractor of all claims for additional
compensation or damages as a result of said order, work, action or omission. The provisions of Section 4.02 is to promptly afford the Owner opportunity to cancel or revise any order,
change its plans, mitigate or remedy the effects or circumstances giving rise to a claim or take such other action as may seem desirable and to verify any claimed expenses or circumstances
as they occur. Compliance with such provisions is essential whether or not the Owner is aware of the circumstances of any order or other circumstances which might constitute a basis
for a claim and whether or not the Owner has indicated it will consider a claim in connection therewith. G. No person has power to waive or modify any of the foregoing provisions and,
in any action against the Owner to recover any sum in excess of the sum certified by the Owner to be due under or by reason of the Contract, the Contractor must allege in its complaint
and prove compliance with the provisions of this Section. 12 Rev 12.2018 Section 4.03 - Form of Change Orders All change orders shall be processed, executed and approved via the
Owner's E-Builder Change Order Process. No payment for change order Work shall be due the Contractor unless a change order has been issued and approved as noted above. ARTICLE 5
-- TIME OF COMPLETION Section 5.01 - Time of Completion A. The Work shall be commenced at the time stated in the written order of the Owner and shall be completed no later than the
date of completion specified in the Contract. All required overtime to maintain progress schedule is included in the Base Bid. B. The date of beginning and the time for completion
of the Work, as specified in the Contract, are essential conditions of the Contract. C. The Work shall be prosecuted diligently at such rate of progress as shall insure full completion
within the time specified. It is expressly understood and agreed, that the time for the completion of the Work described herein is a reasonable time, taking into consideration the
average climatic range and usual business and labor conditions prevailing in the locality of the Site. D. Time is of the essence on each and every portion of the Work. In any instance
in which additional time is allowed for the completion of any Work, the new time of completion established by said extension shall be of the essence. If in the Architect’s or Owner's
judgment, it becomes necessary at any time during construction to accelerate and/or complete certain areas of the project, the Contractor shall concentrate efforts and manpower on designated
areas. E. Where Work occurs within occupied areas, perform same only on approved schedule, so as not to interfere with normal operation of occupied areas. F. The Contractor shall
not be charged with damages or any excess cost if the Owner determines that the Contractor is without fault and the Contractor's reasons for the time extension are acceptable to the
Owner. The Contractor shall not be charged with damages or any excess cost for delay in completion of the work if the Owner determines that the delay is due to: 1. any preference,
priority or allocation order duly issued by the Government of the United States or the State of New York; 2. unforeseeable cause beyond the control and without the fault or negligence
of the Contractor, and approved by the Owner, including, but not limited to, acts of God or of public enemy, acts of the Owner, fires, epidemics, quarantine, restrictions, strikes,
freight embargoes and unusually severe weather. 13 Rev 12.2018 G. The time for completion can only be extended by change order and may be extended for: 1. all of the Work, or
2. only that portion of the Work altered by the change order. H. Any claim for extension of time shall be made in writing to the Owner not more than ten (10) days after the commencement
of the delay; otherwise it shall be waived. ARTICLE 6 -- TERMINATION Section 6.01 - Termination for Cause In the event that any provision of this Contract is violated by the Contractor
or by any Subcontractor of the Contractor, the Owner may serve written notice upon the Contractor, and upon the Contractor's surety, if any, of the Owner's intention to terminate the
Contract. The notice shall briefly state the reasons for the termination and shall specify a termination date. If arrangements satisfactory to the Owner are not made to remove and
remedy the violation, the Contract shall terminate upon the date specified by the Owner in the notice. In the event of termination, the Owner may take over and complete the Work at
the expense of the Contractor. The Contractor and Contractor's surety shall be liable to the Owner for all costs thereby incurred by the Owner. In the event of such termination the
Owner may take possession of and may utilize such materials, appliances, and plant as may be located on the Site and which may be necessary or useful in completing the Work. Section
6.02 - Termination for Convenience of Owner The Owner, at any time, may terminate the Contract in whole or in part. Any said termination shall be effected by delivering to the Contractor
a notice of termination specifying the extent to which performance of Work under the Contract is terminated and the date upon which said termination becomes effective. Upon receipt
of the notice of termination, the Contractor shall act promptly to minimize the expenses resulting from said termination. The Owner shall pay the Contractor for costs actually incurred
by the Contractor up to the effective date of said termination, but in no event shall the Contractor be entitled to compensation in excess of the total consideration of the Contract.
In the event of said termination the Owner may take over the Work and prosecute same to completion. Section 6.03 - Owner's Right to do Work The Owner may, after notice to the Contractor,
without terminating the Contract and without prejudice to any other right or remedy the Owner may have, perform or have performed by others all of the Work or any part thereof and may
deduct the cost thereof from any monies due or to become due the Contractor. 14 Rev 12.2018 ARTICLE 7 -- DISPUTES Section 7.01 - Disputes Procedure A. If the Contractor claims
that any Work which the Contractor has been ordered to perform will be Work which should have been authorized or directed by change order, or that any action or omission of the Owner
is contrary to the terms of the Contract, the Contractor shall: 1. File a notice with the Owner which sets forth the basis of the Contractor's claim and requests a resolution of the
dispute. Such notice shall be filed within fifteen (15) working days after being ordered to perform the disputed work or within fifteen (15) working days after commencing performance
of the disputed work, whichever is earlier, or within fifteen (15) working days after the act or omission of the Owner which the Contractor claims is contrary to the terms of the Contract.
2. Proceed diligently with the performance of the work in accordance with the instructions of the Owner pending the resolution of the dispute by the Owner. 3. Promptly comply with
the order of the Owner regarding the disputed matter. 4. Any such decision, or any other decision of the Owner in respect to a dispute, shall be final unless the Contractor, within
ten (10) working days after such decision, shall deliver to the Owner a verified written statement which sets forth the Contractor's contention that the decision is contrary to a provision
of the contract. Pending the decision of the Owner, the Contractor shall proceed in accordance with the original decision. The Owner shall determine the validity of the Contractor's
claim and such determination shall be final. The Contractor may file a notice with the Owner reserving its rights in connection with the dispute but shall comply with the Owner's decision
and complete the work as directed. B. No claim for additional costs regarding changed or extra work shall be allowed unless the work was done pursuant to a written order of the Owner.
C. The value of claims for extra work, if allowed, shall be determined by the methods described in the Contract. Refer to Article 4 of these General Conditions. D. The Contractor's
failure to comply with any or all parts of Article 7 shall be deemed to be: 1. a conclusive and binding determination on the part of the Contractor that the order, work, action or
omission is not contrary to the terms and provisions of the Contract; 2. a waiver by the Contractor of all claims for additional compensation, time extension, or damages as a result
of said order, work, action or omission. 15 Rev 12.2018 ARTICLE 8 -- SUBCONTRACTS Section 8.01 - Subcontracting A. The Contractor may utilize the services of Subcontractors. B.
The Contractor shall submit to the Owner, in writing, the name of each proposed Subcontractor and Sub-Subcontractor, as required by the Contract. The Contractor shall not award any
Work to any Subcontractor or Sub-Subcontractor without the prior written approval of the Owner. C. The Contractor shall be fully responsible for the Work, acts and omissions of Subcontractors,
and of persons either directly or indirectly employed by Subcontractors. D. The Contractor shall cause appropriate provisions to be inserted in all subcontracts relative to the Work
to bind Subcontractors to the Contractor by the terms of the Contract insofar as applicable to the Work of Subcontractors, indemnification and to give the Contractor the same power
to terminate any subcontract that the Owner may exercise over the Contractor. E. The Contractor's use of Subcontractors shall not diminish the Contractor's obligation to complete the
Work in accordance with the Contract. The Contractor shall control and coordinate the Work of Subcontractors. F. Nothing contained in the Contract shall create any contractual relationship
between Subcontractors and the Owner. ARTICLE 9 -- COORDINATION AND COOPERATION Section 9.01 - Cooperation with Other Contractors A. Normally, the Work will be performed by a single
Contractor. However, the Owner reserves the right to perform work related to the Work with its own forces or award separate contracts. In that event, the Contractor shall coordinate
its operations with the Owner's forces or separate Contractors. B. The Owner cannot guarantee the responsibility, efficiency, unimpeded operations or performance of any contractor.
The Contractor acknowledges these conditions and shall bear the risk of all delays including, but not limited to, delays caused by the presence or operations of other contractors.
C. The Contractor shall keep informed of the progress and workmanship of other contractors and shall notify the Owner immediately of lack of progress or defective workmanship on the
part of other contractors where said delay or defective workmanship may interfere with the Contractor's operations. D. Failure of a Contractor to keep so informed and failure to give
notice of lack of progress or defective workmanship by others shall be construed as acceptance by the Contractor of said progress and workmanship as being satisfactory for proper coordination
with the Work. 16 Rev 12.2018 E. If the Contractor notifies the Owner, in writing, that another contractor on the Site is failing to coordinate the work of said contractor with the
Work, the Owner shall investigate the charge. If the Owner finds it to be true, the Owner shall promptly issue such directions to the other contractor with respect thereto as the situation
may require. The Owner shall not be liable for any damages suffered by the Contractor by reason of the other contractor's failure to promptly comply with the directions so issued by
the Owner, or by reason of another contractor's default in performance. F. If the Owner shall determine that the Contractor is failing to coordinate the Work with the work of other
contractors as the Owner has directed: 1. the Owner shall have the right to withhold any payments due under the Contract until the Owner's directions are complied with by the Contractor;
and 2. the Contractor shall indemnify and hold the Owner harmless from any and all claims or judgments for damages and from any costs or damages to which the Owner may be subjected
or which the Owner may suffer or incur by reason of the Contractor's failure promptly to comply with the Owner's directions. G. Should the Contractor sustain any damage through any
act or omission of any other contractor having a contract with the Owner or through any act or omission of any Subcontractor of said other contractor, the Contractor shall have no claim
against the Owner for said damage. H. Should any other contractor having a Contract with the Owner sustain damage through any act or omission of the Contractor or its Subcontractor,
the Contractor shall reimburse said other contractor for all said damages and shall indemnify and hold the Owner harmless from all said claims. ARTICLE 10 -- PROTECTION OF RIGHTS,
PERSONS AND PROPERTY Section 10.01 - Accidents and Accident Prevention A. The Contractor shall at all times take reasonable precautions for the safety of persons engaged in the performance
of the work. The Contractor shall comply fully with all applicable provisions of federal, state, and local law. The Contractor alone shall be responsible for the safety, efficiency
and adequacy of the Contractor's Work, plant, appliances and methods, and for any damage which may result from the failure or the improper construction, maintenance, or operation of
said Work, plant, appliances and methods. B. The Contractor shall maintain an accurate record of all cases of death, occupational disease, and injury requiring medical attention or
causing loss of time from work, arising out of or in the course of employment on Work under the Contract, and shall immediately notify the Owner in writing of any injury which results
in hospitalization or death, or significant near miss incidents that had the potential to result in serious injury or death. The Contractor shall upload all completed Contractor and
Subcontractor incident investigation forms and reports within five (5) working days of the incident. The report shall include the extent of damage or injury, the persons involved and
their employers, the number of days persons are hospitalized, and any other pertinent information required by Cornell University. Such reporting shall be submitted on the e-Builder
Accident Form. 17 Rev 12.2018 C. The Contractor shall provide to the Project Manager, Material Safety Data Sheets (OSHA Form 20 or the equivalent) for all chemicals to be used on
site. All chemicals requiring any precautionary measures (eg. special storage or disposal requirements, personal protective equipment, or additional ventilation), shall be brought
to the attention of Cornell University for review and approval, prior to their use on site. 1. All chemicals brought on site by the Contractor shall be clearly labeled. The label
shall state the identity of the chemical, any associated hazards, and the Contractor's name. 2. All Contractor employees who are using chemicals shall be made aware of the hazards
associated with their use. Safe chemical handling procedures in accordance with OSHA or other governmental agencies, and manufacturer's recommendations shall be used at all times.
3. The Contractor shall dispose of all chemicals in accordance with EPA and Cornell University requirements, regardless of the size of the container or the quantity of waste, and must
receive prior approval of Cornell University. 4. A Contractor’s Waste Material Disposal Plan form is required (with or without waste) to be submitted with submission of the first payment.
The form can be found at: https://sp.ehs.cornell.edu/env/solid-waste/construction-demolition-waste/Pages/default.aspx D. The Contractor shall be responsible for the initiation,
maintenance and supervision of safety precautions and programs in connection with the Work. E. The Contractor shall, at all times, guard the Owner's property from injury or loss in
connection with the Work. The Contractor shall, at all times, guard and protect the Contractor's Work. The Contractor shall replace or make good any said loss or injury unless said
loss or injury is caused directly by the Owner. F. The Contractor shall have full responsibility to install, protect and maintain all materials and supplies in proper condition and
forthwith repair, replace and make good any damage thereto until Final Acceptance. Section 10.02 - Adjoining Property A. The Contractor shall be required to protect all the adjoining
property and to repair or replace any such properties damaged or destroyed by the Contractor, its employees or subcontractors thereof, by reason of, or as a result of activities under,
for or related to the Contract. Section 10.03 - Emergencies A. In case of an emergency which threatens loss or injury to persons or property, the Contractor will be allowed to act,
without previous instructions from the Owner, in a diligent manner, to the extent required to avoid or limit such loss or injury, and the Contractor shall notify the Owner immediately
thereafter of the action taken. 18 Rev 12.2018 Section 10.04 - Bonds A. Before commencing the performance of any work covered by the Contract, the Contractor shall furnish to the
Owner any required Bonds. The failure of the Contractor to supply the required Bonds within ten (10) days after the Contract signing shall constitute a default. Section 10.05 - Risks
Assumed by the Contractor A. Indemnification. The Contractor shall defend, indemnify and hold harmless the Owner and its trustees, officers, agents and employees from and against
all claims, damages, losses, fines, and expenses, including reasonable attorneys' fees, arising out of or resulting from the performance of the work including, but not limited to, bodily
or personal injury, sickness, disease, death, or injury or damage to tangible property, to the extent they arise out of or result from: 1. any negligent act or omission, or intentional
or willful misconduct, violation of law, or breach of this Contract by the Contractor, or any of its subcontractors, anyone directly or indirectly employed by any of them, or anyone
for whose acts any of them may be liable, or 2. any injury to an employee of the Contractor, its subcontractors, anyone directly or indirectly employed by them. The indemnification
obligation under this section shall not be limited by the amount or type of damages, compensation or benefits payable by or for the Contractor under workers’ compensation, disability
benefit or other employee benefit laws. B. In the event that Contractor is requested but refuses to honor its indemnification obligations hereunder, then the Contractor shall, in
addition to all other obligations, pay the cost, including reasonable attorneys' fees, of bringing an action to enforce such indemnification obligations. C. Neither the Owner's final
acceptance of the work to be performed hereunder nor the making of any payment shall release the Contractor from its obligations under this Section. The enumeration elsewhere in the
Contract of particular risks assumed by the Contractor or of particular claims for which the Contractor is responsible shall not be deemed to limit the effect of the provisions of this
Section or to imply that the Contractor assumes or is only responsible for risk or claims of the type enumerated. Section 10.06 - Contractor's Compensation and Liability Insurance
A. The Contractor shall procure and maintain, at its own cost and expense, until final acceptance by the Owner of all the work covered by this Contract, the following kinds of insurance:
1. Worker's Compensation Insurance. A policy complying with the requirements of the laws of the State of New York and any other laws that may be applicable thereto, including Coverage
B - Employer's Liability with a limit of not less than $1,000,000. 19 Rev 12.2018 2. Contractor's Comprehensive General Liability Insurance. A standard comprehensive general liability
insurance policy, with contractual, completed operations, explosion, collapse and underground property damage coverage’s issued to and covering the liability of the Contractor for all
work and operations under this Contract, all obligations assumed by the Contractor under this Contract and all damage to work performed by subcontractors on your behalf. The Contractor
shall provide Broad Form Comprehensive General Liability Insurance, and the Owner shall be an additional insured in the policy. The policy shall include cross liability coverage and
shall be endorsed to indicate that it is primary coverage. The completed operations coverage’s shall be maintained for not less than two years after acceptance of the work. The coverage
under such policy shall be not less than a combined single limit for Bodily Injury and Property Damage as follows, or such limits carried by the Contractor, whichever is greater: BODILY
INJURY AND PROPERTY DAMAGE LIABILITY (BROAD FORM) $ 5,000,000 Each Occurrence $ 5,000,000 Aggregate 3. Automobile Liability Insurance. A policy covering the use in connection with
the work covered by the Contract Documents of all owned, non-owned and hired vehicles bearing, or, under the circumstances under which they are being used, required by the Motor Vehicle
Laws of the State of New York to bear license plates. The coverage under such policy shall be not less than a combined single limit for Bodily Injury and Property Damage of: BODILY
INJURY AND PROPERTY DAMAGE LIABILITY $ 1,000,000 Each Person $ 1,000,000 Each Accident B. In addition to maintaining all of the above insurances, the Contractor shall indemnify and
hold harmless the Owner and its agents and employees from and against liability, including additional premium due because of the Contractor's failure to maintain coverage limits as
required under this section. C. Insurance similar to that required of the Contractor shall be provided by or on behalf of all subcontractors to cover their own operations performed
under this Contract. The Contractor shall be held responsible for any modifications in these insurance requirements as they apply to subcontractors. 20 Rev 12.2018 D. Before commencing
the performance of any work covered by the Contract, the Contractor shall furnish to the Owner a current certificate or certificates, in duplicate, of the insurance required under the
foregoing provisions including copies of subcontractor’s certificates. Such certificates shall be on a form prescribed by the Owner, shall list the various coverage’s and shall contain,
in addition to any provisions hereinbefore required, a provision that the policy shall not be changed or cancelled and that it will be automatically renewed upon expiration and continued
in force until final acceptance by the Owner of all the work covered by the Contract, unless the Owner is given thirty (30) days written notice to the contrary. Upon renewal of each
of the Contractor's insurance coverage’s, the Owner shall be provided with a new certificate of insurance showing such renewal. Certificates and written notices shall be directed to
the Office of Facilities Contracts. The Contractor shall furnish the Owner with a certified copy of each policy including any and all exclusions to such policy. E. If at any time
any of the above required insurance policies should be cancelled, terminated or modified so that insurance is not in effect as above required, then, if the Owner shall so direct, the
Contractor shall suspend performance of the work covered in the Contract. If the said work is so suspended, no extension of time shall be due on account thereof. The Owner may, at
its option, obtain insurance affording coverage equal to that above required, at the Contractor's expense. Section 10.07 - Liability Insurance of the Owner A. The Owner, at its own
cost and expense, shall procure and maintain such liability insurance as will, in its opinion, protect the Owner from its contingent liability to others for damages because of bodily
injury, including death, and property damage which may arise from operations under this Contract. 21 Rev 12.2018 Section 10.08 - Owner's and Contractor's Responsibilities for Fire
and Extended Coverage Insurance Hazards A. The Contractor shall purchase and maintain in force a builders risk insurance policy on the entire work. Such insurance shall be written
on a completed value form and in an amount equal to the initial contract sum and modified by any subsequent modifications to the contract sum. The insurance shall name Cornell University
and the State of New York, all subcontractors and sub- subcontractors. The insurance policy shall contain a provision that the insurance will not be cancelled or allowed to expire
until the Contractor has given at least thirty (30) days prior written notice to Cornell University. The insurance shall cover the entire work at the site, including reasonable compensation
for Architect’s services and expenses made necessary by an insured loss. Insured property shall include portions of the work located away from the site and in transit to the site.
The policy shall cover the cost of removing debris and demolition as may be legally necessary. The policy shall cover any boiler or machinery loss which may be suffered during installation
and until final acceptance. The insurance required shall be written to cover “all risk” of physical loss including a loss due to collapse. Any deductible shall be the responsibility
of the Contractor but in no case shall the deductible be more than $10,000 unless Cornell University has agreed to a higher deductible. The Contractor shall provide to Cornell University
a certificate of insurance and a summary of coverage’s including all endorsements and exclusions prior to commencement of the work. Once the policy is received, the Contractor shall
provide a copy of such policy to Cornell University. There shall be a mutual waiver of recovery between Cornell University, the Contractor and all other parties to the extent such
losses are covered by the builders risk policy. If Cornell University wishes to occupy the building prior to final acceptance and if the policy contains a provision which limits coverage
for such partial occupancy, the parties agree work together to obtain consent of the insurance company for such partial occupancy or use under mutually acceptable terms. B. Losses,
if any, under such insurance shall be payable to the Owner. C. The Contractor shall be responsible for any and all loss of materials connected with the construction due to unexplainable
disappearance, theft or misappropriation of any kind or nature. D. The foregoing provisions shall not operate to relieve the Contractor and subcontractors of responsibility for any
loss or damage to their own or rented property or property of their employees, of whatever kind or nature, or on account of labor performed under the Contract incidental to the repair,
replacement, salvage, or restoration of such items, including but not limited to tools, equipment, forms, scaffolding, and temporary structures, including their contents, regardless
of ownership of such contents, except for such contents as are to be included in and remain a part of the permanent construction. The Owner shall in no event be liable for any loss
or damage to any of the aforementioned items, or any other property of the Contractor, subcontractors and the Architect, or employees, agents, or servants of same, which is not to be
included in and remain a part of the permanent construction. The Contractor and subcontractors severally waive any rights of recovery they may have against the Owner and the Architect
for damage or destruction of their own or rented property, or property of their employees of whatever kind or nature. 22 Rev 12.2018 Section 10.09 - Effect of Procurement of Insurance
A. Neither the procurement nor the maintenance of any type of insurance by the Owner or the Contractor shall in any way be construed or be deemed to limit, discharge, waive or release
the Contractor from any of the obligations and risks imposed upon the Contractor by the Contract or to be a limitation on the nature or extent of such obligations and risks. Section
10.10 - No Third Party Rights A. Nothing in the Contract shall create or give to third parties; any claim or right of action against the Contractor, the Architect, and the Owner beyond
such as may legally exist irrespective of the Contract. ARTICLE 11 -- USE OR OCCUPANCY PRIOR TO ACCEPTANCE BY OWNER Section 11.01 – Substantial Completion A. The term "substantial
completion" means the completion of the Work to the extent that Cornell University may have uninterrupted occupancy or use of the facility or specified portion thereof for the purpose
for which intended. The Contractor shall obtain all certificates of occupancy required prior to occupancy, and any electrical, mechanical and plumbing certificates, or other certificates
or required approvals and acceptances by City, County, and State governments or other authority having jurisdiction. Section 11.02 - Occupancy Prior to Acceptance A. If, before Final
Acceptance, the Owner desires Beneficial Occupancy of the Work, or any part thereof, which is completed or partly completed, or to place or install therein equipment and furnishings,
the Owner shall have the right to do so, and the Contractor shall in no way interfere with or object to said Beneficial Occupancy by the Owner. B. Said Beneficial Occupancy (1) shall
not constitute acceptance of space, systems, materials or elements of the Work, nor shall said Beneficial Occupancy affect the start of any guarantee period, and (2) shall not affect
the obligations of the Contractor for Work which is not in accordance with the requirements of the Contract or other obligations of the Contractor under the Contract. C. The Contractor
shall continue the performance of the Work in a manner which shall not unreasonably interfere with said use, occupancy and operation by the Owner. ARTICLE 12 -- PAYMENT Section 12.01
- Provision for Payment A. The Owner agrees to pay the Contract Price to the Contractor for the performance of this Contract and the fulfillment of all the Contractor's obligations.
The Contract Price means all costs reimbursable under the Contract Documents. 23 Rev 12.2018 B. The final certificate of the Architect shall certify that the Contract has been completed
within the stipulated time, and shall not be issued until all drawings and specifications have been returned to the Owner. The issuance of said certificates, however, or any payments
made thereon shall not lessen the total responsibility of the Contractor to complete the work to the satisfaction of the Owner in accordance with the Contract. C. Payments on the Contract
Price shall be made each month as the work progresses in accord with the following procedure: 1. The Contractor's schedule of values, including quantities, aggregating the total Contract
Price, divided so as to facilitate payments to subcontractors as specified herein, shall be the basis for monthly progress payments. This schedule, as shown in the E-Builder Schedule
of Values Process, when approved by the Owner shall be used as a basis for progress payments. In applying for payments, the Contractor shall submit a statement based upon this approved
schedule. 2. (a) On a date agreed upon by the Owner, Architect, and Contractor, a meeting shall be held by the Owner to review the work completed and materials on hand. This meeting
shall review each item to be submitted by the Contractor in the requisition for payment. (b) On the first day of each month, or as soon thereafter as practicable, the Contractor shall
submit via the E-Builder Payment Application Process, a statement and all applicable documentation setting forth in detail the cost of the work done and materials delivered to the job
site up to and including the last day of the previous month and shall make application for payment of ninety percent (90%) of the amount of said statement, less the aggregate of all
previous payments made by the Owner against the Contract Price. (c) Each statement and application shall be accompanied by an affidavit, executed by the Contractor, certifying that
the statement is true and correct, and that all bills for labor, and materials incorporated in or delivered to the job, due and payable at the time of the preceding progress payment,
have been paid. The Contractor shall attach a single .pdf file of certified payrolls for all employees on the project as indicated in the EBuilder Payment Application Process. Before
final payment is made, the Contractor shall submit evidence that all payrolls, material bills and other indebtedness incurred in connection with the Contract have been paid, including
final waivers of any liens. 3. Each such application for payment shall be subject to the review and approval of the Architect. If the Architect finds that the affidavit and application
for payment are acceptable and that all the above requirements in connection therewith have been complied with, the Architect shall, within seven (7) calendar days after receiving such
application for payment, certify to the Owner that the payment applied for is due and payable to the Contractor. 24 Rev 12.2018 4. The issuance of a Certificate for Payment constitutes
a representation by the Architect to the Owner, based on the date of the Application for Payment, that the work has progressed to the point indicated, that, to the best of their knowledge,
information, and belief, the quality of the work is in accordance with the Contract Documents and that the Contractor is entitled to payment in the amount certified. The Owner shall
make payment in the manner provided in the Agreement within thirty (30) calendar days of receipt of the approved Certificate in E-Builder. Approval of the Payment Application by the
Architect shall not be deemed to represent that the Architect has made exhaustive or continuous on-site inspections to check the quality or quantity of the work or that the Architect
has reviewed the construction means, methods, techniques, sequences, or proceedings or that the Architect has made any examination to ascertain how or for what purpose the Contractor
has used the monies previously paid on account of the Contract Sum. Section 12.02 – Stored Materials & Equipment A. The Contractor may submit, no more than thirty (30) calendar days
after contract approval and prior to the first application for payment, a written request to Cornell University for permission to invoice for critical materials and equipment ready,
but not yet incorporated into the work. For the purpose of this paragraph, "critical materials and equipment" eligible for payment are defined as those items affecting project schedule
or budget as determined by Cornell University's evaluation of the project schedule. This includes finished goods normally shipped to the job site in a condition ready for incorporation
into the work that require significant time for delivery. Raw materials or work-in-process at a manufacturer's plant location shall not be eligible for such consideration unless the
Contractor can demonstrate that Cornell University can save money by purchasing material in bulk quantities at the beginning of the project. B. Cornell University will be under no
obligation to accept such requests. C. Payment authorized by Cornell University for such "long-lead" critical materials and equipment not yet incorporated in the work will be made
provided the Contractor submits Exhibit H and complies with the following: 1. Items shall be listed in the “Total Materials Presently Stored” column on the Application for Payment.
2. Transfer of Title shall be executed and included in the Application for Payment. 3. The method used to store off-site items shall be described in the Contractor's request to invoice
for such materials and equipment. Cornell University shall give prior approval of the location of off-site storage. Items requiring special environmental conditions to protect their
integrity (temperature, humidity, etc.) shall be continuously stored in such an environment. 25 Rev 12.2018 4. Items in storage shall be identified as property of Cornell University,
and a description of the identification method used shall be submitted in the Application for Payment. Contractor shall maintain all necessary insurance on items in storage. 5. A
written and photographic inventory of items and method used to verify such inventory, including Contractor's certification that all quantities have been received in good condition at
the job site or other location acceptable to Cornell University shall be submitted with the Application for Payment. 6. A copy of the vendor's invoice is included with the Contractor's
invoice. Packing lists will not be accepted. D. Cornell University retains the right to verify storage by physical inspection prior to payment approval and at any time thereafter.
Such payment shall not relieve the Contractor of the responsibility for protecting, safeguarding, and properly installing the equipment or materials. The Warranty and Guarantee period
shall not commence until installation and final acceptance of the completed work by Cornell University. The Contractor shall bear the cost of transporting materials stored off-site
to the site E. Each subsequent invoice will restate the prior months' materials and equipment not incorporated in the Work and current month additions and deletions for materials and
equipment incorporated into the Work. F. Upon the making of partial payment by Cornell University, all work, materials, and equipment covered thereby shall become the sole property
of Cornell University. Partial payments, however, shall not constitute acceptance of the Contractor's work by Cornell University, nor be construed as a waiver of any right or claim
by Cornell University. Section 12.03 – Retention A. Retention in the amount of ten percent (10%) of the value of the work done and materials furnished and installed under this Agreement
shall be retained by the Owner as part security for the faithful performance of the Contractor’s work within the time specified, and shall be paid as indicated in Section 12.06. B.
Cornell University in its sole discretion may, upon the Contractor's application thereof, release retention applicable to a subcontractor, provided that there are no outstanding claims
associated with the subcontractor's work and the subcontractor and Contractor submit an acceptable partial or final release when submitting the payment application process. If the
project is bonded, a Consent of Surety to the reduction must be attached as well. 26 Rev 12.2018 Section 12.04 - Withholding Payments A. The Owner may, on account of subsequently
discovered evidence, withhold or nullify the whole or a part of any Certificate to such extent as may be necessary to protect the Owner from loss on account of: 1. Defective work not
remedied. 2. To assure payment of just claims of any persons supplying labor or materials for the work and to discharge any lien filed against the Owner's property. 3. A reasonable
doubt that the Contract can be completed for the balance of the Contract Price then unpaid. 4. Damage to another Contractor. 5. Unsatisfactory prosecution of the work by the Contractor.
6. Failure to provide and maintain an acceptable Critical Path Method Network Schedule. Section 12.05 – Documents and Conditions Precedent to Final Payment A. As-Built Documentation
1. Prior to acceptance by the Owner of all work covered by the Contract, the Contractor shall furnish to the Owner through the Architect one (1) set of current reproducible full-size
Contract Drawings on which the Contractor has recorded in a neat and workmanlike manner all instances where actual field construction differs from work as indicated on the Contract
Drawings. B. Final Documentation: 1. Prior to final payment, and before the issuance of a final certificate for payment in accordance with the provisions of these General Conditions,
file the following documents with the Owner. a. Warranties, Bonds, Service & Maintenance Contracts and any other extended guarantees stated in the technical sections of the Specifications.
b. Release or Waiver of Lien for the Contractor and Sub-Contractors in accordance with Exhibit C, attached hereto. c. Project Record Documents as defined in General Requirements Section
01 78 39. d. Notification that Final Punch List work has been completed. e. Manufacturers Instruction and Maintenance Manuals as defined in General Requirements Section 01 78 23.
27 Rev 12.2018 f. Fixed Equipment Inventory as defined in General Requirements Section 01 78 22. 2. The Contractor shall also provide a CD containing scanned .pdf format and/or
Word Documents of all documentation. Section 12.06 - Final Payment and Release A. When the Contractor determines that the work or a designated portion thereof is substantially complete,
the Contractor shall prepare for submission to the Owner a list of items to be completed or corrected. This list, prepared by the Contractor, shall constitute a complete detailed list
of defects and deficiencies which, when remedied, will complete all Contract requirements. The submittal shall be accompanied by a statement to that effect. B. The failure to include
any items on such list does not alter the responsibility of the Contractor to complete all work in accordance with the Contract Documents. When the Architect, on the basis of an inspection,
determines that the work is substantially complete, the Architect will then prepare a Certificate of Substantial Completion. C. Upon receipt of written notice that the work is ready
for final inspection and acceptance, the Architect will promptly make such inspection and, when the Architect finds the work acceptable under the provisions of the Contract Documents,
and the Contract fully performed, and if bonds have been required, the written Consent of the Surety to the payment of the balance due, and a satisfactory Release of Lien, attached
hereto as Exhibit "C" and made a part of the Contract Documents, has been submitted by the Contractor, each subcontractor and subsubcontractor, the Contractor will promptly issue a
final Certificate for Payment, stating that to the best of their knowledge, information, and belief, and on the basis of their observations and inspections the work has been completed
in accordance with the terms and conditions of the Contract Documents, and that the entire balance is due and payable. D. All prior certificates upon which progress payments may have
been made, being estimates, shall be subject to correction to the final certificate. E. The acceptance by the Contractor of the final payment aforesaid shall constitute a general release
of the Owner and its agents or representatives from all claims and liability to the Contractor. ARTICLE 13 -- TAX EXEMPTION Section 13.01 - Tax Exemption A. The Owner is exempt
from payment of Federal, State and local taxes, including sales and compensating use taxes on all materials and supplies incorporated into the completed Work. These taxes are not to
be included in bids. This exemption does not apply to tools, machinery, equipment or other property leased by or to the Contractor or a Subcontractor, or to supplies and materials
which, even though they are consumed, are not incorporated into the completed Work, and the Contractor and Subcontractors shall be responsible for and pay any and all applicable taxes,
including sales and compensating use taxes, on said leased tools, machinery, equipment or other property and upon all said unincorporated supplies and materials. 28 Rev 12.2018 B.
The Contractor and Subcontractor shall obtain any and all necessary certificates or other documentation from the appropriate governmental agency or agencies, and use said certificates
or other documentation as required by law, rule or regulation. ARTICLE 14 -- GUARANTEE Section 14.01 - Guarantee A. The Contractor, at the convenience of the Owner, shall remove,
replace and/or repair at their own costs and expense any defects in workmanship, materials, ratings, capacities or characteristics occurring in or to the work covered by Contract for
the period of one (1) year or within such longer period as may otherwise be provided in the Contract, the period of such guarantee to commence with the Owner's final acceptance of all
work covered under the Contract, and the Contractor, upon demand, shall pay for all damage to all other work resulting from such defects and all expenses necessary to remove, replace
and/or repair such work which may be damaged in removing, replacing or repairing the said defects. Acceptance means final acceptance of the entire work, early partial occupancy notwithstanding
B. In some instances the nature of the work may require the Owner to accept various components, equipment, spaces or phase of the project. In such cases the Contractor shall submit
a separate guarantee for the Owner's acceptance on the form attached hereto as Exhibit "E". Upon completion of the project, the Contractor shall submit to the Owner a guarantee for
the project on the form attached hereto as Exhibit "E". ARTICLE 15 -- STANDARD PROVISIONS Section 15.01 - Provisions Required by Law Deemed Inserted Each and every provision of
law or clause required by law to be inserted in the Contract and made a part hereof, shall be deemed to be inserted herein and, in the event any such provision is not inserted or is
not correctly inserted, then upon the application of either party, this Contract shall forthwith be physically amended to make such insertion or correction. Section 15.02 - Laws Governing
the Contract The Contract shall be governed by the laws of the State of New York, without reference to conflict of law principles. Any and all proceedings relating to the subject
matter hereof shall be maintained in New York State Supreme Court, Tompkins County or the federal district court for the Northern District of New York, which courts shall have exclusive
jurisdiction for such purposes. Section 15.03 - Assignments The Contractor shall not assign the Contract in whole or in part without prior written consent of the Owner. 29 Rev
12.2018 Section 15.04 - No Third Party Rights Nothing in the Contract shall create or shall give to third parties any claim or right of action against the Owner, beyond such rights
as may legally exist irrespective of the Contract. Section 15.05 - Waiver of Rights of Owner A. None of the provisions of the Contract will be considered waived by the Owner except
when such waiver is given in writing. Section 15.06 - Limitation on Actions No action or proceeding shall be filed or shall be maintained by the Contractor against the Owner unless
said action shall be commenced within six (6) months after receipt by the Owner of the Contractor's final requisition or, if the Contract is terminated by the Owner, unless said action
is commenced within six (6) months after the date of said termination. Section 15.07 - Owner's Representative The Owner shall designate a representative authorized to act in its
behalf with respect to the Project. The Owner or its representative shall examine documents and shall render approvals and decisions pertaining thereto promptly, to avoid unreasonable
delay in the progress of the Contractor's work. Only directives from Cornell University’s designated representative (Michael Swartwout) shall be recognized by the Contractor. ARTICLE
16 – MINORITY AND WOMEN BUSINESS ENTERPRISES Section 16.01 – Definitions The terms "Minority-owned business enterprise" ("MBE") or “Women-owned business enterprise” (“WBE”) or “minority
group member” shall have the same meaning as under Section 310 of the New York State Executive Law, as the same may be from time to time amended. Section 16.02 – Participation by Minority
and Women Business Enterprises A. The Contractor shall, in addition to any other nondiscrimination provision of the Contract and at no additional cost to Owner, fully comply and cooperate
with the Owner in the implementation of MBE and WBE goals. These requirements include equal employment opportunities for minority group members and women (“EEO”) and contracting opportunities
for certified minority and women-owned business enterprises (“MWBEs”). The Contractor’s demonstration of “good faith efforts” shall be a part of these requirements. These provisions
shall be deemed supplementary to, and not in lieu of, the nondiscrimination provisions required by New York State or other applicable federal, state or local laws. B. The Contractor
shall include the provisions of this Article in each and every Agreement and/or Contract in such a manner that the provisions of this Article will be binding upon each subcontractor
and supplier as to work in connection with and related to this Agreement. 30 Rev 12.2018 C. For purposes of this procurement, the Owner has established goals as outlined in the Bid
Proposal Certification Form for Minority-Owned Business Enterprises (“MBE”) and Women-Owned Business Enterprises (“WBE”) participation. 1. The goal for Minority-Owned Business Enterprise
participation shall be applied as follows: a maximum of one third (1/3) of the goal may be applied to purchases of materials, supplies, and equipment from MBEs. 2. The goal for Women-Owned
Business Enterprise participation shall be applied as follows: a maximum of one third (1/3) of the goal may be applied to purchases of materials, supplies, and equipment from WBEs.
D. For purposes of providing meaningful participation by MWBEs on the Contract and achieving the Contract Goals established in paragraph C above, the Contractor should reference the
Directory of New York State Certified MWBEs found at the following internet address: http://www.esd.ny.gov/mwbe.html. E. Where MWBE goals have been established herein, the Contractor
must document “good faith efforts” to provide meaningful participation by MWBEs as sub-contractors or suppliers in the performance of the Contract. F. Where it appears that a Contractor
is unable to comply with the MWBE participation requirements, Contractor may submit in writing for the Owner’s consideration, the reasons for Contractor’s inability to meet any or all
of the participation requirements together with an explanation of the efforts taken by the Contractor to obtain the stated MWBE participation. Section 16.03 MWBE Utilization Plan
A. The Contractor shall submit a MBE/WBE Utilization Plan for the Owner’s review prior within fifteen (15) calendar days after receipt of a Letter of Intent or Notice to Proceed.
B. The Contractor shall use such Owner approved MBE/WBE Utilization Plan for the performance of MWBEs on the Contract pursuant to the prescribed MWBE goals established in Article 16
hereof. The Contractor shall designate a Compliance Officer in their organization who shall be responsible for implementing the MBE/WBE Utilization Plan of the Contractor and its subcontractors.
Said Compliance Officer shall make such periodic, but not less than monthly, reports on the Plans' progress and on the number of women and minority workers employed. These reports
shall be submitted to the Owner Representative on the Affirmative Action Workforce Report attached hereto as Exhibit "D". Section 16.04 Reports and Records A. The following forms,
attached hereto as Exhibit "D" and made a part of the Contract Documents, are to be used in submitting MBE/WBE Utilization Plans. Electronic versions are available in the E-Builder
Resources Project or at https://fcs.cornell.edu/projectcontractors-and-consultants. 1. MWBE Utilization Plan 2. Affirmative Action Workforce Report 31 Rev 12.2018 B. The Contractor
shall demonstrate compliance with these goals by submission of the Affirmative Action Workforce Report on a monthly basis, or as requested by Owner. The Contractor shall provide a
single monthly report inclusive of all subcontractor information for the project labor and such report must document the progress made towards achievement of the MWBE goals of the Contract.
Such forms shall be uploaded monthly to E-Builder. C. The Contractor shall permit access to its books, records and accounts by the Owner for purposes of investigation to ascertain
compliance with the provisions of this Article. The Contractor shall include this provision in every subcontract so that such provision will be binding upon each subcontractor. ARTICLE
17 -- ACCOUNTINGS, INSPECTION AND AUDIT The Contractor agrees to keep books and records showing the actual costs incurred for the Work. Such books and records (including, without
limitation, any electronic data processing files used by the Contractor in analyzing and recording the Work) shall be open for inspection and audit by the Owner and its authorized representatives
at reasonable hours at the Contractor's local office or at the Owner's office, if necessary, and shall be retained by the Contractor for a period of seven years after the Work has been
completed, except that if any litigation, claim or audit is started before the expiration date of the seven year period, the records shall be retained until all litigation, claims or
audit findings involving the records have been resolved.. Each Sub-Contractor shall be similarly obligated to maintain, for inspection and audit by the Owner, books and records respecting
the Work. If requested by the Owner, the Contractor shall furnish copies of any and all subcontracts, purchase orders and/or requisitions of any nature associated with the project.
ARTICLE 18 – CONTRACTOR PERFORMANCE EVALUATION At project completion the Owner shall schedule a meeting to review with the Contractor their performance for the project unless performance
warrants additional reviews. The Owner may schedule a meeting at fifty percent (50% completion) based on project complexity and/or duration. The Owner shall present its review based
on the attached “Contractor Performance Evaluation”, Exhibit I. The Contractor shall be given the opportunity to provide input as to the findings of the evaluation after completion
by the Owner. ARTICLE 19 -- ROYALTIES AND PATENTS The Contractor shall pay all royalties and license fees and shall defend all suits or claims for infringement of any patents, and
shall save Cornell University harmless from loss on account thereof; except that Cornell University shall be responsible for all such loss when a particular process or product is specified
by Cornell University unless the Contractor shall have reason to believe that the particular process or product infringes a patent, in which event it shall be responsible for loss on
account thereof unless it promptly provides such information to Cornell University. 32 Rev 12.2018 ARTICLE 20 -- CONFIDENTIALITY AND USE OF OWNER'S NAME Section 20.01 - Release
of Information The Contractor shall not divulge information concerning the Work (including news releases, social media, internal house organizations, applications for permits, etc.)
to anyone without Cornell University's prior written approval, except to subcontractors and suppliers to the extent that they need such information to perform their work. The Contractor
shall require a similar agreement from each such subcontractor and supplier, requiring their compliance with the foregoing. Cornell University reserves the right to release all information,
as well as to time its release and specify its form and content. The Contractor may obtain Cornell University's approval to release information by submitting such request to the Cornell
University Project Manager. Section 20.02 - Confidential Information The term "Confidential Information" means all unpublished information obtained or received from Cornell University
during the term of this Contract which relates to Cornell University's research, development, manufacturing and business affairs. The Contractor shall not disclose confidential information
to any person, except to its employees and subcontractors to the extent that they require it in the performance of their Work, during the term of this Contract and until authorized
by Cornell University in writing. The Contractor and its subcontractors shall hold all confidential information in trust and confidence for Cornell University, and shall use confidential
information only for the purpose of this Contract. The Contractor and its subcontractors shall require all of their employees to whom confidential information is revealed to comply
with these provisions. The Contractor shall have an agreement with each subcontractor, requiring their compliance with the foregoing. If it becomes necessary for the Contractor to
defend in case of litigation related to its services rendered, permission shall be sought from Cornell University, who shall not unreasonably withhold such permission, before any disclosures
are made. This Section does not apply to information which (1) is or becomes known in public domain or (2) is learned by the Contractor from third parties. Section 20.03 - Use of
Owner's Name The Contractor shall not use, in its external, advertising, marketing program, social media, or other promotional efforts, any date, pictures, or other representation
of the Owner except on the specific written authorization in advance of the Owner's Representative. 33 Rev 12.2018 ARTICLE 21 -- CORNELL UNIVERSITY STANDARDS OF ETHICAL CONDUCT
Cornell University expects all executive officers, trustees, faculty, staff, student employees, and others, when acting on behalf of the university, to maintain the highest standard
of ethical conduct as per Cornell University's Policy 4.6 - Standards of Ethical Conduct, a copy of which is available at https://fcs.cornell.edu/project-contractors-and-consultants
This includes treating equally all persons and firms currently doing business with or seeking to do business with or for Cornell University, whether as contractors, subcontractors,
or suppliers. Such persons and firms are respectfully reminded that Cornell University employees and their families may not personally benefit from Cornell University's business relationships
by the acceptance of gifts or gratuities, defined as a gift in excess of $75.00 given to a Cornell employee for personal use. Items not considered gifts/gratuities include occasional
business meals, items of an advertising nature, and items that are generally distributed to all potential customers. In addition, it is expected that the Contractor's officers and
employees shall conduct all business related to this Contract within the highest ethical standards, observing applicable policies, practices, regulations, law, and professional standards.
All parties are expected to report violations of this policy to appropriate university personnel. You may file a report to on the web https://secure.ethicspoint.com/domain/en/report_custom.asp?cli
entid=6357 or contact Cornell University through EthicsPoint by dialing toll-free 1-866-293-3077. EXHIBIT "A" CORNELL UNIVERSITY Construction Contract
Change Order Forms Instructions to Change Order Documentation Cornell University has several standard forms related to Changes in the Work. These forms have been prepared to comply
with contract requirements related to Changes in the Work. The standard Construction Contract Change Order Request and Change Order Summary Forms shall be used to facilitate preparation
of change order requests in conformity with construction contract requirements. These forms shall be used by the Contractor and by all Subcontractors in preparing their respective
cost estimates for services associated with the Changed Work for the Owner’s consideration and shall include all associated back-up documentation supporting the request. Direct Cost
of the Work: 1. Direct Labor – Include the “wages paid” hourly direct labor and/or foreman necessary to perform the required change. “Wages paid” is the burdened labor rate documented
in accordance with Section 2.14 – Project Labor Rates of the General Conditions. “Assigned Personnel or Work Crews” should be stated by trade or type of work performed not by name
of person or company title. For example carpenter, mason, backhoe operator, etc. Supervisory personnel in district or home office shall not be included. Supervisory personnel on
the job-site, but with broad supervisory responsibility and paid as salaried personnel, shall not be included as Direct Labor 2. Direct Material – Include the acquisition cost of
all materials directly required to perform the required change. Examples of “Unit of Measure” include square feet, cubic yards, linear feet, days, gallons, etc. 3. Equipment – Include
the rental cost of equipment items necessary to perform the change. For company-owned equipment items, include documentation of internal rental rates. Charges for small tools, and
craft specific tools are not allowed. Bond Premiums The Contractor’s actual documented bond premium rate as entered into the eBuilder Bid Portal Response Form – Step 3 – Additional
Required Information Custom Fields at time of bid shall be added to all direct and indirect costs of the proposed change. Overhead & Profit The Contractor’s overhead & profit rate
shall be added to all direct and indirect costs of the proposed change in accordance with the Contract. EXHIBIT "A" EXHIBIT "A" CONSTRUCTION CONTRACT CHANGE ORDER SUMMARY
DATE: PCO # PROJECT TITLE: CONTRACT NO. CONTRACTOR: DETAILED DESCRIPTION OF WORK: 1 DIRECT COST OF WORK: NAME OF CONTRACTOR/SUBCONTRACTORS TOTAL PERFORMING WORK COST TOTAL COST OF PROPOSED
CHANGE ORDER ITEM $0 TOTAL CONTRACT DAYS ADDED/DELETED FROM PROJECT SCHEDULE THIS PAGE INTENTIONALLY LEFT BLANK FINAL RELEASE EXHIBIT "B" FINAL WAIVER OF CLAIMS AND LIENS
AND RELEASE OF RIGHTS Sworn to before me this Corporation or Business Name Day of 20 By: Title: Date Contract Date Project Contract
Price Address Net Extras and Deductions City Adjusted Contract Price County Amount Previously Paid State Balance Due - Final Payment The undersigned hereby acknowledges
that the above Balance Due when paid represents payment in full for all labor, materials, etc., furnished by the below named Contractor or Supplier in connection with its work on the
above Project in accordance with the Contract. In consideration of the amounts and sums previously received, and the payment of $ being the full and Final Payment amount due, the
below named Contractor or Supplier does hereby waive and release the Owner from any and all claims and liens and rights of liens upon the premises described above, and upon improvements
now or hereafter thereon, and upon the monies or other considerations due or to become due from the Owner or from any other person, firm or corporation, said claims, liens and rights
of liens being on account of labor, services, materials, fixtures or apparatus heretofore furnished by the below named Contractor or Supplier to the Project. The premises as to which
said claims and liens are hereby released are identified as follows: . The undersigned further represents and warrants that he/she is duly authorized and empowered to sign and execute
this waiver on his/her own behalf and on behalf of the company or business for which he/she is signing; that it has properly performed all work and furnished all materials of the specified
quality per plans and specifications and in a good and workmanlike manner, fully and completely; that it has paid for all the labor, materials, equipment and services that it has used
or supplied, that it has no other outstanding and unpaid applications, invoices, retentions, holdbacks, expenses employed in the prosecution of work, chargebacks or unbilled work or
materials against the Owner as of the date of the aforementioned last and final payment application; and that any materials which have been supplied or incorporated into the above premises
were either taken from its fully-paid or open stock or were fully paid for and supplied on the last and final payment application or invoice. The undersigned further agrees to defend,
indemnify and hold harmless the Owner for any losses or expenses (including without limitation reasonable attorneys' fees) should any such claim, lien or right of lien be asserted by
the below named Contractor or Supplier or by any of its or their laborers, material persons or subcontractors. In addition, for and in consideration of the amounts and sums received,
the below named Contractor or Supplier hereby waives, releases and relinquishes any and all claims, rights or causes of action in equity or law whatsoever arising out of through or
under the above mentioned Contract and the performance of work pursuant thereto. The below named Contractor or Supplier further guarantees that all portions of the work furnished
and installed are in accordance with the Contract and that the terms of the Contract with respect to this guarantee will remain in effect for the period specified in said Contract.
THIS PAGE INTENTIONALLY LEFT BLANK EXHIBIT "C" GUARANTEE Date: In accordance with plans and specifications and the terms and conditions of our contract
with Cornell University dated , we hereby guarantee the as found in the specifications for , Ithaca, New York to be free (Project Title) from defects in materials and workmanship
for the period of year(s) from , the date of acceptance by the Owner. (Date) (COMPANY) By: Title: THIS PAGE INTENTIONALLY LEFT BLANK
EXHIBIT "D" – FORM I 1 MWBE Utilization Plan – Submit Part I and Part II within 15 days after Letter of Intent or Notice to Proceed – – Submit Part III Quarterly and at end of
project – PART I – PROJECT INFORMATION e-Builder Project No. Project Name: Contract Value: Contractor Name and Address: Primary Contact Name, Phone Number, Email: Bid Date:
% Goals MBE: 2.2% WBE: 3.5% Contractor’s MWBE Contact Name, Phone Number, Email: PART II – MWBE LIST (Update as MWBE firms come under contract, sign and date, resubmit) Subcontractor
Name, Address, Contact, Email, MBE or WBE (List your firm if also MBE or WBE) Federal ID Number Dollar Value of Contract or Purchase Order Description of Work or Supplies Subcontractor
or Supplier Start and End Dates (Update totals as MWBE firms are added/subtracted to above list) Print Name of Principal or
Officer: Title: Signature: Date: MWBE Contract Percentages Summary % MBE Totals WBE Totals EXHIBIT "D" – FORM I 2 MWBE Utilization Plan – Submit Part I and Part II within
15 days after Letter of Intent or Notice to Proceed – – Submit Part III Quarterly and at end of project – PART III – Quarterly Utilization Report (Subcontractors & Sub-subcontractors
fill this out and submit to General Contractor to compile into a single form.) Double click on table to edit. Month/Year: General Contractor, Subcontractor, SubSubcontractor, or
Vendor Trade Dollar Value of SubContract or Purchase Order MBE, WBE, or N/A % of Total Contract TOTALS 0 0 EXHIBIT "D" - FORM II SUMMARY OF BID ACTIVITY WITH MBE AND WBE SUBCONTRACTORS
AND VENDORS Please print or type all information, except where a signature is required. PROJECT: Name of Prime Contract Bidder: Address (Street, City, State and Zip Code):
Contact Person (Name, Title and Telephone Number): MBE and WBE Subcontractor/Vendor Item/ Bid Submitted: Award Status Date of (Indicate which) Trade Date Amount
Date Amount Elimination EXPLANATION OF ELIMINATION: Include meetings held for negotiation, etc. (Use additional
sheet if necessary) OFFICER OF FIRM: Name and Title: Date: Signature: EXHIBIT "D" - FORM III EXHIBIT "E" LABOR RATE BREAKDOWN PROJECT TITLE: CONTRACT
NO. CONTRACTOR: TRADE: EFFECTIVE DATE: EXPIRATION DATE: Base Hourly Rate: $ Payroll Taxes and Insurance % per Hour F.I.C.A. Federal Unemployment (Base on 1500 hours of work) State Unemployment
(Base on 1500 hours of work) * Worker's Compensation * Bodity Injury & Property Damage Disability TOTAL % Payroll Taxes and Insurance Rates: Base Rate (x) Total % = $ * Supplemental
Benefits $ per Hour Vacation Health & Welfare Pension Annuity Education / Training Industry Total Hourly Fringe Benefits $ Hourly Labor Rate: Base Rate, Taxes/Insurance and Fringe
Benefits $ Adjustment for a composite rate which includes apprentices: $ CONTRACTOR'S CERTIFICATION Signature of Authorized Representative: Print Name: Print Title: I certify that the
labor rates, insurance enumerations, labor fringe enumerations and expenses are correct and in accordance with actual and true cost incurred. Rates are net Contractor cost after premium
discounts and experience modifications have been applied against manual rate. THIS PAGE INTENTIONALLY LEFT BLANK EXHIBIT "F” STORED MATERIALS INVOICING DOCUMENTATION
PROJECT TITLE: CONTRACT NO. CONTRACTOR: SUBCONTRACTOR: REASON FOR REQUEST: APPLICATION FOR PAYMENT NO. __________ DATE: 1 Material Identification Description: Quantity: Provide Specific
Location of Materials Stored: 2 Material Value Attach an Invoice or Quantified Statement of Value. $ 3 Certificate of Insurance Attach a Certificate of Insurance for the above specified
materials. Certificate shall name "Cornell University" as a loss payee with respect to the specified materials. 4 Transfer of Title The Contractor hereby agrees to transfer complete
ownership of all listed materials to Cornell University at the time payment is made to Contractor for the above referenced Application for Payment. The Contractor remains responsible
for all contractual requirements for the above listed materials including complete installation and providing of all warranties. Signed: Date: THIS PAGE INTENTIONALLY
LEFT BLANK EXHIBIT "G" Contractor Performance Evaluation Project Information Project Name:____________________________________________ Date Of Evaluation___________________ Project
Number___________________________ Evaluators; Project Team_____________________________ Campus_________________________________ Project Start Date_________________________ Substantial
Completion________________ Contractor______________________________________________ Prequalification Status_________________ Original Contract Amount__________________________________
Total Change Order Amount_____________ Contractor Project Manager___________________________________________ Initial Evaluation_____ Contractor Superintendent________________________________________
____ Final Evaluation_____ Type Of Contract Prime Contractor___ Subcontractor___ Construction Manager___ Project Comments/Description Performance Evaluation Please give one rating
for each category. Add comments as required to justify your rating. Fails to Achieve Needs Fully AchieveFreq ExceedsCons Exceed Expectation Improvement Expectation Expectation Expectation
1 2 3 4 5 1 Quality of Workmanship Rate this contractor's performance in regards to quality of work a. Compliance with project drawings and specifications b. Workmanship quality and
accuracy c. Tools- quality and sufficient quantity d. Equipment - sufficient quantity and operating condition e. Quality of jobsite craft personnel Comments: 2 Scheduling/Productivity
Rate this contractor's performance with regard to producing and meeting contract schedules and milestones a. Project schedule quality and completeness b. Controlling of project schedule
c. Manpower allocation for maintaining schedule d. Material deliveries to support project schedule e. Ability to meet substantial completion date and project milestones f. Productivity
of work force g. Ability to deal with added work and unforeseen issues. Comments: 3 Subcontractor Management Rate this contractor's ability, effort and success in managing and coordinating
subcontractors(if no subcontractors rate overall management performance) Comments: 3A Major subcontractor performance(score not added in final Contractor Evaluation For contractor information
only a. Plumbing Contractor overall Performance Comments: b. HVAC Contractor overall Performance Comments: c. Electrical Contractor overall Performance Comments: Fails to Achieve
Needs Fully AchieveFreq ExceedsCons Exceed Expectation Improvement Expectation Expectation Expectation 1 2 3 4 5 4 MBE/WBE Participation Rate this contractor's MBE/WBE solicitation
effort and participation for this project for, Project Team, Subcontractors, Material Vendors Comments: 5 Safety Rate this contractor's performance in regards to project safety a. Timely
submission of site specific safety program b. Knowledge of OSHA standards c. Implementation of safety rules and regulations d. Promotion and creation of safety awareness e. Daily overall
housekeeping f. Safety record g. Response to safety concerns h. Awareness of public safety Comments: 6 Contract Administration Rate this contractor's performance in regards to contract
administration as per criteria below a. Timely submission of complet and correct documentation required for insurance and bond b. Change order processing c. Timely submission of RFI's,
Shop Drawings, and change orders d. Subcontractor payments made promptly e. Timely submission of complete and correct payment applications f. Quality of paperwork Comments: 7 Working
Relationships Rate this contractor's working relationships with other parties (Cornell, Design Team, subcontractors,ect.) Comments: Fails to Achieve Needs Fully AchieveFreq ExceedsCons
Exceed Expectation Improvement Expectation Expectation Expectation 1 2 3 4 5 8 Supervisory Personnel Rating Rate the overall performance of this contractor's on site supervisory personnel
and project management staff Comments: 9 Contract Close-Out Rate this contractor's overall ability to efficiently close out the project a. Timely completion of all punchlist items b.
Timely resolution of all outstanding change orders c. Timely submission of all close out documents(O&M's, As-Builts, warranties, final releases and consent of surety) d. Quality of
close out documentation and timely completion of any outstanding audit questions Comments: Summary Sheet Project:___________________________________________ Contractor:______________________________
__________ Rating Per Weight Performance Categories Category % Scoring 1 Quality of Workmanship 0 15.00% 0 2 Scheduling 0 10.00% 0 3 Subcontractor Management 0 10.00% 0 4 MBE/WBE Participation
0 10.00% 0 5 Safety 0 10.00% 0 6 Contract Administration 0 10.00% 0 7 Working Relationships 0 10.00% 0 8 On Site Supervisory Personnel Rating 0 18.00% 0 9 Contract Close Out 0 7.00%
0 Over All Rating 0 Rating Reference Fails to achieve expectation 1 Needs improvement 2 Fully achieves expectation 3 Frequently exceeds expectation 4 Consistently exceeds expectatio
5 OWNER COMMENTS: OWNER COMMENTS on 3A Ratings: CONTRACTOR COMMENTS: (To be completed by Contractor prior to Owner/Contractor discussion meeting) THIS PAGE INTENTIONALLY
LEFT BLANK SUPPLEMENTAL CONDITIONS TO THE CONTRACT PATHOGENS CONTAGIONS COVID-19 SUPPLEMENTAL CONDITIONS PROTOCOLS AND SAFETY REQUISITES TO CONSTRUCTION ACTIVITY APPLICABLE TO PATHOGENS,
CONTAGIONS AND/OR COVID-19 VIRUS In response to the public health emergency for the COVID-19, requirements, recommendations and guidelines from civil authorities including, but not
limited to, New York State Executive Orders, CDC, OSHA and New York State Department of Health (herein after referred to as “COVID-19 Authorities and Guidelines”) surrounding health
and safety measures designed to eliminate or reduce the transmission of the COVID-19 virus, these Supplemental Conditions are provided for guidance for construction related work. Contractors
and businesses are further required to comple with applicable “COVID-19 Authorities and Guidelines” mandatory directives and health and safety practices issued. 1.0 These Supplemental
Conditions apply to the current COVID-19 pandemic, but may also apply to any existing or future pathogen or contagion impacting construction activity and necessitating protective health
and safety measures for worker safety, the general public, and any personnel connected to the advancement of Work on this, or any applicable project. 1.1 The purpose of this document
is to set forth recommended elements and practices to safeguard the public and all persons connected to each project for Cornell University. 1.2 The direction from “COVID-19 Authorities
and Guidelines” are applicable to businesses, entities, and services, and they must comply with the most recent direction. Contractor obligations include modification of all their
existing protocols and practices as necessary to adhere to the most current modifications to “COVID-19 Authorities and Guidelines”. 2.0 Contractor’s responsibilities under the Contract
with Owner as provided in the General Conditions and General Requirements are unchanged. Nothing contained herein shall alter or modify the Contractor’s exclusive control over the
job site, subcontractors, project labor, Health & Safety Plans, Protocols, Measures, or the Contractor’s exclusive control over the methods and means associated with any and all of
the foregoing elements. 2.1 Cornell University possesses neither control nor any right of control over the job site, project labor, health & safety practices or programs, or methods
and means of advancing the Contracted Work. 2.2 These Supplemental Conditions are provided to the Contractor for the attainment of Contractor’s fully compliant health and safety
measures and practices communicated by applicable civil authorities as requirements, recommendations, and/or guidance necessary to engage in qualifying construction activities. 2.3
Contractor’s responsibilities under the Contract with Owner as provided in the General Conditions and General Requirements shall remain and include, but not limited to: 2.3.1 Contractors
and their subcontractors and suppliers are required at all times to guard the safety and health of all persons on and in the vicinity of the work site 2 2.3.2 Contractors and their
subcontractors and suppliers are required to comply with all applicable rules, regulations, codes, and bulletins of the New York State Department of Labor and the standards imposed
under the Federal Occupational Safety and Health Act of 1970, as amended (“OSHA”) and New York State Executive Orders 2.3.3 Contractors and their subcontractors and suppliers are
also required to comply with all applicable job site safety requirements 2.3.4 Contractors and their subcontractors and suppliers must comply with all County, City or State of New
York safety requirements for projects within the City or State of New York constructed in accordance with the applicable Building Code, and contractors are required to provide written
Safety Plans for the site demonstrating how all applicable safety requirements are to be implemented for all elements of the Work for the duration of the contract. 3.0 Contractors,
their subcontractors and suppliers, and workers are required to adhere to “COVID-19 Authorities and Guidelines” to prevent or limit the possible exposure or spread of COVID-19, pathogens,
or contagions (as applicable). 3.1 To that end, Contractor shall develop a written Health & Safety Plan related to the protective measures and protocols Contractor shall employ on
the Project in response to “COVID-19 Authorities and Guidelines” necessary to manage and mitigate the exposure or transmission of COVID-19, pathogens, or contagions (as applicable).
3.2 This Plan shall be submitted to the Owner prior to start of Construction Activity on the Campus. Owner’s receipt of the subject Plan is to document that measures and practices
are in place, not for substantive review or approval. 3.3 Health and safety practices constitute a continuing compliance obligation, Contractors and their subcontractors and suppliers
must remain current with, and immediately implement updated health and safety protocols and practices as they are published. The Campus may request updated elements of the Contractor’s
written safety plan to address evolving best practices for measures and/or practices of the “COVID-19 Authorities and Guidelines”. 3.4 The Contractor must notify Cornell immediately
upon discovery of any employees of their firm, or subcontractors, or suppliers that are, or have been working on the Cornell Campus that have been confirmed to have COVID-19 contagion.
4.0 Guidance & General Recommendations for Inclusion in the Plan: 4.1 Information for local health departments can be found at www.health.ny.gov 4.2 OSHA Guidance on Preparing Workplaces
for COVID-19 can be found at www.osha.gov/Publications/OSHA3990.pdf 4.3 Comply with all OSHA requirements in accordance with the Hazard Communication (Global Harmonization) Standard
at https://coronavirus.health.ny.gov/home 4.4 Centers for Disease Control -- https://www.cdc.gov/coronavirus/2019-ncov/index.html 3 5.0 Project Closure: 5.1 Where work is suspended
on a project, contractors are directed to follow any additional project shut-down protocols as provided by the Owner. Including, but not limited to, photographs, securing the work
site and project status narrative. 6.0 Contractor expressly agrees to fully comply and remain exclusively responsible for the implementation of applicable Contractor Health and Safety
Protocols and Measures as set forth in applicable and then current Guidance for Construction Activities. Express Contractor agreement to the foregoing and Contractor submission of the
Plan are conditions precedent to engage in any onsite construction activity. September 4, 2020 GENERAL REQUIREMENTS FOR DUFFIELD HALL 330 LAB RENOVATIONS CORNELL
UNIVERSITY ITHACA, NEW YORK September 4, 2020 SECTION 01 11 00 SUMMARY OF WORK .....................................................................1 1.0 GENERAL ...........................
.........................................................................................1 1.1 DESCRIPTION.............................................................................................
.....1 1.2 WORK UNDER OTHER CONTRACTS .........................................................2 1.3 SCHEDULE OF OWNER FURNISHED ITEMS ............................................2 2.0
PRODUCTS – NOT USED .........................................................................................3 3.0 EXECUTION – NOT USED ..............................................................
.........................3 SECTION 01 14 00 WORK RESTRICTIONS ..................................................................1 1.0 GENERAL .........................................................
...........................................................1 1.1 RELATED DOCUMENTS ...............................................................................1 1.2 CONTRACTOR USE
OF PREMISES ..............................................................1 1.3 UNIVERSITY CLOSURES ..............................................................................2 1.4
WATER USE RESTRICTION ..........................................................................2 1.5 PARKING ........................................................................................
..................2 1.6 CHANGEOVERS AND CONTINUITY OF SERVICES ................................3 1.7 OBSTACLES, INTERFERENCE AND COORDINATION ............................4 1.8 EQUIPMENT
ARRANGEMENTS...................................................................4 1.9 EXISTING EQUIPMENT, MATERIALS, FIXTURES, ETC. ........................5 1.10 EXAMINATION OF PREMISES,
DRAWINGS, ETC. ...................................5 1.11 STAND DOWN DATES ...................................................................................6 1.12 WORKING HOURS ....................
......................................................................6 2.0 PRODUCTS – NOT USED .........................................................................................7
3.0 EXECUTION – NOT USED .......................................................................................7 SECTION 01 25 00 SUBSTITUTIONS AND PRODUCT OPTIONS .............................1
1.0 GENERAL ....................................................................................................................1 1.1 DESCRIPTION.....................................................
.............................................1 1.2 DEFINITIONS ...................................................................................................1 1.3 ACTION SUBMITTALS
..................................................................................2 1.4 PRODUCTS LIST .............................................................................................2
1.5 QUALITY ASSURANCE .................................................................................2 1.6 PROCEDURES...............................................................................
...................3 1.7 EQUIVALENTS – APPROVED EQUAL ........................................................3 1.8 CONTRACTOR'S OPTIONS ..............................................................
..............4 1.9 SUBSTITUTIONS .............................................................................................6 1.10 COMPARABLE PRODUCTS .............................................
.............................7 1.11 CONTRACTOR'S REPRESENTATION ..........................................................8 1.12 ARCHITECT'S DUTIES ...................................................
................................8 2.0 PRODUCTS – NOT USED .........................................................................................8 3.0 EXECUTION – NOT USED .........................
..............................................................8 September 4, 2020 SECTION 01 31 19 PROJECT MEETINGS ......................................................................1
1.0 GENERAL ....................................................................................................................1 1.1 DESCRIPTION.....................................................
.............................................1 1.2 PRE-CONSTRUCTION MEETING .................................................................1 1.3 PROGRESS MEETINGS ..................................
................................................3 1.4 PRE-INSTALLATION CONFERENCE(S) ......................................................4 2.0 PRODUCTS – NOT USED ..................................
.......................................................4 3.0 EXECUTION – NOT USED .......................................................................................4 SECTION 01
31 50 ELECTRONIC PROJECT MANAGEMENT .................................1 1.0 GENERAL ...................................................................................................................
.1 1.1 SUMMARY .......................................................................................................1 1.2 RELATED SECTIONS ..........................................................
...........................1 1.3 DEFINITIONS ...................................................................................................1 1.4 PROCEDURES.......................................
...........................................................1 1.5 PROCESS OVERVIEW ....................................................................................2 1.6 ADDITIONAL
INFORMATION ......................................................................4 2.0 PRODUCTS – NOT USED .........................................................................................4
3.0 EXECUTION – NOT USED .......................................................................................4 SECTION 01 32 16 CONSTRUCTION SCHEDULE .............................................
..........1 1.0 GENERAL ....................................................................................................................1 1.1 SUMMARY .............................................
..........................................................1 1.2 FORM OF SCHEDULES ..................................................................................1 1.3 CONTENT OF SCHEDULES
...........................................................................1 1.4 PROGRESS REVISIONS .................................................................................2
1.5 SUBMISSIONS .................................................................................................3 2.0 PRODUCTS - NOT USED ...........................................................
...............................3 3.0 EXECUTION ...............................................................................................................3 3.1 DISTRIBUTION.......................
.........................................................................3 SECTION 01 32 33 PHOTOGRAPHIC DOCUMENTATION ........................................1 1.0 GENERAL ..........................
..........................................................................................1 1.1 DESCRIPTION............................................................................................
......1 1.2 SUBMITTALS ..................................................................................................1 2.0 PRODUCTS – NOT USED ....................................................
.....................................1 3.0 EXECUTION ...............................................................................................................1 3.1 EXISTING CONDITION
PHOTOGRAPHS ....................................................1 3.2 PROGRESS PHOTOGRAPHS .........................................................................1 3.3 FINAL COMPLETION
PHOTOGRAPHS .......................................................1 September 4, 2020 SECTION 01 33 00 SUBMITTAL PROCEDURES ..........................................................1
1.0 GENERAL ....................................................................................................................1 1.1 DESCRIPTION.....................................................
.............................................1 1.2 SUBMITTAL REGISTRY AND SCHEDULE.................................................1 1.3 SHOP DRAWINGS ................................................
...........................................3 1.4 PRODUCT DATA .............................................................................................3 1.5 SAMPLES...............................
...........................................................................4 1.6 QUALITY ASSURANCE AND QUALITY CONTROL SUBMITTALS.......5 1.7 COORDINATION DRAWINGS ...................................
...................................6 1.8 CONTRACTOR RESPONSIBILITIES ............................................................8 1.9 SUBMITTAL PROCEDURES ...........................................
.............................10 1.10 RECORD SUBMITTALS ...............................................................................11 1.11 RESUBMISSION REQUIREMENTS ...............................
.............................11 1.12 ARCHITECT'S DUTIES .................................................................................12 1.13 DISTRIBUTION..........................................
....................................................13 2.0 PRODUCTS – NOT USED .......................................................................................13 3.0 EXECUTION
– NOT USED .....................................................................................13 SECTION 01 35 29 GENERAL HEALTH & SAFETY ....................................................1
1.0 GENERAL ....................................................................................................................1 1.1 DESCRIPTION.....................................................
.............................................1 1.2 CONTRACTOR’S PROJECT SITE SPECIFIC PLAN ....................................1 1.3 AERIAL WORK PLATFORMS ............................................
...........................2 1.4 ASBESTOS........................................................................................................3 1.5 LEAD ...........................................
......................................................................3 1.6 MERCURY COLLECTION ..............................................................................3 1.7 SITE
VISITS ......................................................................................................3 1.8 CONFINED SPACE ....................................................................
......................4 2.0 PRODUCTS – NOT USED .........................................................................................4 3.0 EXECUTION – NOT USED ...................................
....................................................4 September 4, 2020 SECTION 01 35 43 GENERAL ENVIRONMENTAL REQUIREMENTS ....................1 1.0 GENERAL ....................................
................................................................................1 1.1 DESCRIPTION..................................................................................................1
1.2 RELATED SECTIONS .....................................................................................1 1.3 SUBMITTALS ...........................................................................
.......................1 1.4 JOB SITE ADMINISTRATION .......................................................................1 1.5 NOISE AND VIBRATION .................................................
..............................2 1.6 DUST CONTROL .............................................................................................2 1.7 PROTECTION OF THE ENVIRONMENT .....................
................................2 1.8 TEMPORARY RE-ROUTING OF PIPING AND DUCTWORK ....................3 1.9 HAZARDOUS OR TOXIC MATERIALS .......................................................4
1.10 DISPOSAL OF WASTE MATERIAL AND TITLE ........................................4 2.0 PRODUCTS – NOT USED .........................................................................................4
3.0 EXECUTION – NOT USED .......................................................................................4 SECTION 01 35 44 SPILL CONTROL .....................................................
.........................1 1.0 GENERAL ....................................................................................................................1 1.1 SPILL PREVENTION .....................
..................................................................1 1.2 SPILL CONTROL PROCEDURES ..................................................................1 1.3 SPILL REPORTING
AND DOCUMENTATION ............................................4 2.0 PRODUCTS – NOT USED .........................................................................................5 3.0
EXECUTION – NOT USED .......................................................................................5 SECTION 01 35 45 REFRIGERANT COMPLIANCE.................................................
....1 1.0 GENERAL ....................................................................................................................1 1.1 DESCRIPTION................................................
..................................................1 1.2 SUBMITTALS ..................................................................................................1 1.3 RECORD DOCUMENTS
.................................................................................1 2.0 PRODUCTS – NOT USED .........................................................................................2
3.0 EXECUTION ...............................................................................................................2 3.1 LEAK TESTING ......................................................
.........................................2 3.2 DEMOLITION PROCEDURE FOR EQUIPMENT REMOVED BY CONTRACTOR ...............................................................................................
.3 September 4, 2020 SECTION 01 41 00 REGULATORY REQUIREMENTS ................................................1 1.0 GENERAL ......................................................................
..............................................1 1.1 PERMITS AND LICENSES .............................................................................1 1.2 INSPECTIONS ...............................
...................................................................1 1.3 COMPLIANCE..................................................................................................1
1.4 OWNER’S REQUIREMENTS .........................................................................2 2.0 PRODUCTS – NOT USED ..........................................................................
...............2 3.0 EXECUTION – NOT USED .......................................................................................2 SECTION 01 42 00 REFERENCES ........................................
............................................1 1.0 GENERAL ....................................................................................................................1 1.1 INTENT
OF CONTRACT DOCUMENTS.......................................................1 1.2 RELATED DOCUMENTS ...............................................................................2
1.3 DEFINITIONS ...................................................................................................2 1.4 OWNER AGREEMENTS ............................................................
.....................4 1.5 INDUSTRY STANDARDS ..............................................................................4 1.6 ABBREVIATIONS AND ACRONYMS ..........................................
................5 2.0 PRODUCTS - NOT USED ........................................................................................17 3.0 EXECUTION - NOT USED .........................................
.............................................17 SECTION 01 45 00 QUALITY CONTROL .......................................................................1 1.0 GENERAL .................................
...................................................................................1 1.1 DESCRIPTION..................................................................................................1
1.2 CONTROL OF ON-SITE CONSTRUCTION ..................................................1 1.3 CONTROL OF OFF-SITE OPERATIONS.......................................................2 1.4
TESTING ...........................................................................................................3 1.5 OWNER'S REPRESENTATIVE ......................................................
................3 2.0 PRODUCTS – NOT USED .........................................................................................3 3.0 EXECUTION – NOT USED .........................................
..............................................3 September 4, 2020 SECTION 01 50 00 TEMPORARY FACILITIES AND CONTROLS ...........................1 1.0 GENERAL ....................................
................................................................................1 1.1 DESCRIPTION..................................................................................................1
1.2 REQUIREMENTS OF REGULATORY AGENCIES ......................................1 1.0 PRODUCTS..........................................................................................................
........1 1.1 MATERIALS, GENERAL ................................................................................1 1.2 TEMPORARY FIRST AID FACILITIES..................................................
.......1 1.3 TEMPORARY FIRE PROTECTION ...............................................................2 1.4 CONSTRUCTION AIDS .........................................................................
.........4 1.5 SUPPORTS ........................................................................................................4 1.6 TEMPORARY ENCLOSURES ............................................
............................4 1.7 TEMPORARY WATER CONTROL ................................................................5 1.8 PERSONNEL, PUBLIC AND EMPLOYEE PROTECTION ..........................5
1.9 ACCESS ROADS AND PARKING AREAS ...................................................5 1.10 PROJECT IDENTIFICATION AND SIGNS ...................................................6 1.11
SECURITY ........................................................................................................6 1.12 FIELD OFFICES ................................................................
...............................6 2.0 EXECUTION ...............................................................................................................6 2.1 PREPARATION .......................
.........................................................................6 2.2 GENERAL .........................................................................................................6
2.3 REMOVAL ........................................................................................................7 SECTION 01 51 00 TEMPORARY UTILITIES ...........................................
....................1 1.0 GENERAL ....................................................................................................................1 1.1 DESCRIPTION................................
..................................................................1 1.2 REQUIREMENTS OF REGULATORY AGENCIES ......................................1 2.0 PRODUCTS.......................................
...........................................................................1 2.1 MATERIALS, GENERAL ................................................................................1
2.2 TEMPORARY ELECTRICITY, LIGHTING AND WATER ..........................1 2.3 TEMPORARY USE OF ELEVATOR ..............................................................2 2.4 TEMPORARY
HEAT AND VENTILATION ..................................................3 2.5 TEMPORARY CONTRACTOR TELEPHONE SERVICE .............................4 2.6 TEMPORARY SANITARY FACILITIES
.......................................................4 3.0 EXECUTION ...............................................................................................................4
3.1 REMOVAL ........................................................................................................4 September 4, 2020 SECTION 01 51 23 HEAT DURING CONSTRUCTION
.................................................1 1.0 GENERAL ....................................................................................................................1
1.1 DESCRIPTION..................................................................................................1 1.2 RESPONSIBILITY.................................................................
...........................1 2.0 PRODUCTS – NOT USED .........................................................................................1 3.0 EXECUTION – NOT USED ..............................
.........................................................1 SECTION 01 57 13 SOIL EROSION AND SEDIMENT CONTROL .............................1 1.0 GENERAL ..............................................
......................................................................1 1.1 DESCRIPTION..................................................................................................1
1.2 SUBMITTALS ..................................................................................................1 1.3 PLAN AND IMPLEMENTATION GENERAL REQUIREMENTS ...............1
1.4 PERFORMANCE STANDARDS .....................................................................2 1.5 EROSION AND SEDIMENT CONTROL PLAN COMPONENTS ................2 1.6 INSPECTIONS ..................
................................................................................3 2.0 PRODUCTS – NOT USED .........................................................................................3
3.0 EXECUTION – NOT USED .......................................................................................3 SECTION 01 66 00 STORAGE AND PROTECTION ............................................
..........1 1.0 GENERAL ....................................................................................................................1 1.1 DESCRIPTION..........................................
........................................................1 1.2 TRANSPORTATION AND HANDLING ........................................................1 1.3 ON-SITE STORAGE................................
.........................................................1 1.4 PALM ROAD STORAGE .................................................................................2 1.5 PROTECTION ....................
...............................................................................3 1.6 PROTECTION AFTER INSTALLATION .......................................................4 2.0 PRODUCTS
– NOT USED .........................................................................................4 3.0 EXECUTION – NOT USED .......................................................................
................4 September 4, 2020 SECTION 01 73 29 CUTTING, PATCHING AND REPAIRING ...................................1 1.0 GENERAL ............................................................
........................................................1 1.1 DESCRIPTION..................................................................................................1 1.2 SUBMITTALS
..................................................................................................2 1.3 QUALITY ASSURANCE ............................................................................
.....2 1.4 WARRANTIES .................................................................................................4 2.0 PRODUCTS..................................................................
................................................4 2.1 MATERIALS .....................................................................................................4 3.0 EXECUTION ..................
.............................................................................................4 3.1 INSPECTION .........................................................................................
...........4 3.2 PREPARATION ................................................................................................5 3.3 PERFORMANCE ........................................................
......................................5 3.4 CLEANING .......................................................................................................7 SECTION 01 77 00 PROJECT
CLOSEOUT .....................................................................1 1.0 GENERAL ..........................................................................................................
..........1 1.1 INSPECTIONS ..................................................................................................1 1.2 SUBMITTALS ........................................................
..........................................2 1.3 FINAL CLEAN UP ...........................................................................................3 1.4 MAINTENANCE STOCK .....................
...........................................................3 2.0 PRODUCTS – NOT USED .........................................................................................3 3.0 EXECUTION
– NOT USED .......................................................................................3 SECTION 01 78 22 FIXED EQUIPMENT INVENTORY ...............................................1
1.0 GENERAL ....................................................................................................................1 1.1 FIXED EQUIPMENT INVENTORY ......................................
.........................1 2.0 PRODUCTS – NOT USED .........................................................................................2 3.0 EXECUTION – NOT USED ................................
.......................................................2 September 4, 2020 SECTION 01 78 23 OPERATING AND MAINTENANCE DATA .................................1 1.0 GENERAL ........................
............................................................................................1 1.1 DESCRIPTION..........................................................................................
........1 1.2 FORM OF SUBMITTALS ................................................................................1 1.3 CONTENT OF MANUAL ..............................................................
..................2 1.4 MANUAL FOR MATERIALS AND FINISHES .............................................3 1.5 MANUAL FOR EQUIPMENT AND SYSTEMS ............................................4
1.6 SUBMITTAL REQUIREMENTS .....................................................................6 1.7 INSTRUCTIONS OF OWNER'S PERSONNEL ..............................................6
1.8 OPERATING INSTRUCTIONS .......................................................................7 2.0 PRODUCTS – NOT USED ..........................................................................
...............7 3.0 EXECUTION – NOT USED .......................................................................................7 SECTION 01 78 36 WARRANTIES AND BONDS ..............................
.............................1 1.0 GENERAL ....................................................................................................................1 1.1 DESCRIPTION.......................
...........................................................................1 1.2 SUMMARY .......................................................................................................1
1.3 DEFINITIONS ...................................................................................................1 1.4 QUALITY ASSURANCE ...........................................................
......................2 1.5 WARRANTY REQUIREMENTS.....................................................................2 1.6 SUBMITTAL REQUIREMENTS ....................................................
.................3 1.7 SUBMITTALS REQUIRED .............................................................................3 2.0 PRODUCTS – NOT USED .....................................................
....................................3 3.0 EXECUTION ...............................................................................................................4 3.1 FORM OF SUBMITTALS
................................................................................4 3.2 TIME OF SUBMITTALS .................................................................................4
SECTION 01 78 39 RECORD DOCUMENTS...................................................................1 1.0 GENERAL ....................................................................................
................................1 1.1 DESCRIPTION..................................................................................................1 1.2 MAINTENANCE OF DOCUMENTS AND
SAMPLES..................................1 1.3 RECORDING ....................................................................................................1 1.4 SUBMITTAL .........................
............................................................................4 2.0 PRODUCTS – NOT USED .........................................................................................4
3.0 EXECUTION – NOT USED .......................................................................................4 CORNELL UNIVERSITY SECTION 01 11 00 Ithaca, New York SUMMARY OF THE
WORK DUFFIELD HALL 330 SUMMARY OF WORK 01 11 00-1 LAB RENOVATIONS September 4, 2020 SECTION 01 11 00 SUMMARY OF WORK 1.0 GENERAL 1.1 DESCRIPTION A. Work to be Done 1. Provide renovations
to Lab in 330 Duffield Hall (540 SF) which include adding a fume hood, fit out for a laser cutter, creating a "clean" area, and facilitating power for the bench top equipment. B. The
Scope of the Work 1. The scope of the WORK in all SECTIONS of this Specification shall consist of the furnishing of all labor, materials, equipment and appliances and the performance
of the Work required by the Contract Documents and/or by the conditions at the site, joining all parts of this Work with itself and the Work of others to form a complete, functioning
entity. 2. Items not specifically mentioned in the Specifications or shown on the drawings, but which are inherently necessary to make a complete working installation, shall be included.
3. It is the intent and purpose of the Contract Documents to cover and include under each item all materials, machinery, apparatus, and labor necessary to properly install materials
and equipment, adjust and put into perfect operation the respective portions of the installation specified and to so interconnect the various items or sections of the work as to form
a complete and operating whole. Any equipment, apparatus, machinery, material and small items not mentioned in detail, and labor not hereinafter specifically mentioned, which may be
found necessary to complete or perfect any portion of the installation in a substantial manner, and in compliance with the requirements stated, implied, or intended in the Contract
Documents, shall be furnished without extra cost to the Owner. The Contractor shall provide the greatest quantity, highest quality, highest degree of safety, and most stringent material,
equipment or Work. Should the Drawings or the Specifications disagree in themselves or with each other, the Contractor shall provide the better quality or greater quantity of work
and/or materials unless otherwise directed by written addendum to the Contract. CORNELL UNIVERSITY SECTION 01 11 00 Ithaca, New York SUMMARY OF THE WORK DUFFIELD HALL 330 SUMMARY
OF WORK 01 11 00-2 LAB RENOVATIONS September 4, 2020 1.2 WORK UNDER OTHER CONTRACTS A. The Contractor shall cooperate with other contracts performing related work, including providing
labor, materials and other costs necessary to satisfactorily coordinate the Contract work with work performed under others contracts. B. New York State Electric & Gas (NYSEG): 1. Contractor
shall be responsible for the project management of NYSEG work including coordinating any scheduling associated with the Project. 2. The Owner shall be responsible for the cost associated
with the work to be performed by NYSEG. No NYSEG costs shall be carried in the Contractor’s bid. 1.3 SCHEDULE OF OWNER FURNISHED ITEMS A. Refer to Equipment List found on Drawing A-101
B. The contractor shall coordinate receipt and installation of all owner supplied equipment, delivery dates, installation and any vendor required set up or verification should be included
in Contractor’s construction schedule. C. Receiving and Unloading 1. Furnished Equipment. 2. Install Owner Furnished Equipment as called for in the Drawings or in these Specifications.
D. Installation 1. Install products in conformance with manufacturer’s installation instructions. 2. Provide interconnecting structures, equipment, piping, electrical and instrumentation
work, finish painting, and appurtenances to achieve a complete and functional system. CORNELL UNIVERSITY SECTION 01 11 00 Ithaca, New York SUMMARY OF THE WORK DUFFIELD HALL 330
SUMMARY OF WORK 01 11 00-3 LAB RENOVATIONS September 4, 2020 E. Use of Materials 1. The Contractor shall be responsible for the use of Owner provide materials in an efficient manner
in accordance with industry standards and best practices to reduce waste materials. 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED ***END OF SECTION 01 11 00*** CORNELL UNIVERSITY
SECTION 01 14 00 Ithaca, New York WORK RESTRICTIONS DUFFIELD HALL 330 WORK RESTRICTIONS 01 14 00-1 LAB RENOVATIONS September 4, 2020 SECTION 01 14 00 WORK RESTRICTIONS 1.0 GENERAL
1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General Conditions and Division 1 Specification Sections, apply to this Section. 1.2 CONTRACTOR USE
OF PREMISES A. All traffic and pedestrian control measures shall be compliant with the National Manual on Uniform Traffic Control Devices for Streets and Highways (MUTCD) and 17 NYCRR
Chapter V (New York Supplement), (https://www.dot.ny.gov/mutcd) and all other local laws and regulations. B. The Contractor shall carry on the Work in the manner which will cause the
least interruption to pedestrian and vehicular traffic and permit access of emergency vehicles at all times. C. The Work shall be scheduled and performed in such a manner that at least
one lane of traffic will be maintained on all public streets. Two flag persons, equipped with radio communication devices, must be provided for any activity blocking a traffic lane.
One lane of traffic must be maintained at all times. Where traffic must cross open trenches, the Contractor shall provide suitable bridges and railings; including pedestrian bridges.
D. The Contractor shall maintain 20’ minimum fire lane access to all facilities in the area. E. The Contractor shall post and maintain flag persons and suitable signs indicating that
construction operations are under way and other warning signs as may be required. F. The Contractor shall safeguard the use by the public and Owner of all adjacent highways, roadways
and footpaths, outside the Contract Limit Lines (work area), and shall conform to all laws and regulations concerning the use thereof, especially limitations on traffic and the movement
of heavy equipment. Access to the site for delivery of construction materials and/or equipment shall be made only at the locations shown in the Contract Documents or approved by the
Owner’s Representative. G. The Contractor shall make every effort to keep dirt and debris from making its way to roadways. The Contractor shall immediately remove dirt and debris which
may collect on permanent roadways due to the Work. H. The Contractor shall limit the extent of its activities to that area of the site defined on the Contract Drawings as being within
the Contract Limit Lines. CORNELL UNIVERSITY SECTION 01 14 00 Ithaca, New York WORK RESTRICTIONS DUFFIELD HALL 330 WORK RESTRICTIONS 01 14 00-2 LAB RENOVATIONS September 4, 2020 I.
For that portion of the Work required under this Contract which must be performed in other than the defined areas both on-site and off, including operations involving delivery and removal
of materials, the Contractor shall schedule and coordinate its activities through the Owner's Representative, to meet the approval of the Owner and minimize disruption of the normal
scheduled activities of the occupants of adjacent spaces. J. It is the Owner’s expectation that the Contractor will take protective measures to minimize damage caused by construction
activities including, but not limited to, the use of personnel lifts, material handling equipment, on-site material storage, etc. All portions of the site, including the staging area
and those areas affected by the work, shall be returned to their original condition after completion of Work. Such repair work shall include lawn restoration and reseeding, if required,
and shall be included in the Contractor's Guarantee of Work. K. Routes to and from the location of the Work shall be as indicated in the Contract or as directed by the Owner's Representative.
Temporary roadways shall be closed only with prior approval of the Owner's Representative. L. Parking may be made available for staging at Palm Road or other pre-determined area for
the duration of the project. The Contractor will be responsible for fencing, securing and maintaining the designated area. All vehicles at Palm Road must be registered with Transportation
Services. 1.3 UNIVERSITY CLOSURES A. In the event of University closure, the Contractor should use their judgement, follow their internal guidance on continuity of operations, and the
direction of law enforcement, as to whether or not they will maintain operations on construction sites on campus. They should make this decision with the awareness that Cornell response
to any project needs (shutdowns, emergencies) will not possible and the maintenance of roads and walks will not be to normal operating standards. B. With your safety as a top priority,
the Cornell University Police allows you the ability to take advantage of our Emergency Mass Notification System that enables your cellphone to become a personal safety device for you.
Contractor’s wishing to participate may text the following: CornellAlert to 67283 and you will be set up to receive alert messages. Be advised that you may stop receiving messages
at any time by sending “stop” to CornellAlert. There will also be a system generated “stop” every year on August 1st at which point you will need to send the text CornellAlert to re-enlist.
1.4 WATER USE RESTRICTION A. The Contractor shall adhere to any University issued Water Use Restrictions in place at the time of construction. 1.5 PARKING A. The Owner may designate
an area for parking of essential Contractor vehicles on the project site. CORNELL UNIVERSITY SECTION 01 14 00 Ithaca, New York WORK RESTRICTIONS DUFFIELD HALL 330 WORK RESTRICTIONS
01 14 00-3 LAB RENOVATIONS September 4, 2020 B. The Contractor shall make all arrangements, and bear the cost, for transportation of all trade persons from the designated parking area
to the construction site as necessary. C. It should be noted that there is a fee for all parking on the Cornell University campus. The Contractor is responsible for the payment for
all parking costs imposed by the Owner. The Contractor should contact the Project Manager (Mike Swartwout) for additional information. The Contractor will be required to complete
a “New Construction Employee Form” for each permit requested. This form may be found at http://finance.fs.cornell.edu/contracts/forms/contractors.cfm. D. Contractor shall cooperate
with Transportation Services and/or other authorities having jurisdiction, as follows: 1. Ensure parking by all employees of the Contractor, subcontractors, material suppliers, and
others connected with this project only within construction fence or the designated parking area. 2. Prohibit employees from parking in any other areas, roads, streets, grounds, etc.
3. Discharge any employee refusing to comply with these requirements. 4. Ensure proper transportation of personnel between the designated parking area and the construction site. E.
The Contractor shall remove from the parking area and staging area all temporary trailers, rubbish, unused materials, and other materials belonging to the Contractor or used under the
Contractor’s direction during construction or impairing the use or appearance of the property and shall restore such areas affected by the work to their original condition, and, in
the event of its failure to do so, the same shall be removed by the Owner at the expense of the Contractor, and the Contractor shall be liable therefore. 1.6 CHANGEOVERS AND CONTINUITY
OF SERVICES A. Make all changeovers, tie-ins and removals, etc., of any part of the Work that would affect the continuity of operation of the adjacent services at approved times that
will not interfere with the Owner's operations. Secure approval of Owner before proceeding. B. Make all necessary temporary connections required to permit operation of the building
services and/or equipment. Remove the connections after need has ceased. C. The Contractor may be permitted to make changeovers during normal working hours at the Owner’s discretion.
Should the Contractor perform this Work outside of normal working hours, no extra payment will be made for resulting overtime expenses. D. When connecting new facilities do not shut
off any existing Mechanical/Electrical facilities or services without prior written approval of Owner's Representative. E. The Contractor shall not, except in an emergency condition,
shutdown any utility without the express permission of the Owner's Representative. Major, affecting life safety or outside contract limit lines, shutdowns of utilities will be performed
by Cornell University to enable Contractor to perform required work. Major shutdowns shall be defined as those affecting life safety or which are outside the project site limits. CORNELL
UNIVERSITY SECTION 01 14 00 Ithaca, New York WORK RESTRICTIONS DUFFIELD HALL 330 WORK RESTRICTIONS 01 14 00-4 LAB RENOVATIONS September 4, 2020 F. Maintain domestic water and firewater
in service at all times. No service may be out for more than twenty-four (24) hours. Maintain firewater flow capability (hose, if necessary) to all buildings and coordinate with Cornell
Utilities, Cornell Environmental Health and Safety (EH&S), and City of Ithaca Fire Department. G. All shutdowns to be scheduled a minimum of seven (7) calendar days in advance and
requests shall be submitted via ePM system to the Owner’s Representative. H. IN THE EVENT OF AN EMERGENCY WHERE THE OWNER'S REPRESENTATIVE IS NOT AVAILABLE, THE CONTRACTOR SHALL DIAL
911 IMMEDIATELY. 1.7 OBSTACLES, INTERFERENCE AND COORDINATION A. General 1. Plans show general design arrangement. Install work substantially as indicated and verify exact location
and elevations; DO NOT SCALE PLANS. 2. Due to small scale of Drawings, it is not possible to indicate all offsets, fittings, changes in elevations, interferences, etc. Make necessary
changes in the Work, equipment locations, etc., after notification to the Owner's Representative and Architect. Obtain approval from same, as part of Contract, to accommodate work to
obstacles and interferences encountered. 3. Obtain written approval for all major changes before installing. If requested, submit drawings, detailing all such deviations or changes.
4. Exposed to view mechanical units, ductwork, conduit, pipes or other building equipment are essential parts of the artistic effect of the building design and shall be installed in
locations as shown on the drawings. Conformance to given dimensions and alignments with the structural system, walls, openings, indicated centerlines are a requirement of the Contract
and the Contractor shall familiarize himself with the critical nature of proper placement of these items. The Contractor shall notify the Architect of conflicts which would cause such
equipment to be installed in locations other than as indicated on the Drawings. The Contractor shall not proceed with the installation of exposed to view mechanical units, ductwork,
conduit, pipes, etc. until all conflicts have been identified by the Contractor and resolutions to conflicts approved by the Architect. B. Interference 1. Install work so that all items
are operable and serviceable and avoid interfering with removal of rails, filters, belt guards and/or operation of doors, etc. Provide easy and safe access to valves, controllers,
motor starters and other equipment requiring frequent attention. 1.8 EQUIPMENT ARRANGEMENTS A. Since all equipment of equal capacity is not necessarily of same arrangement, size of
construction, these Plans are prepared on basis of one manufacturer as "basis-of-design equipment", even though other manufacturers' names are mentioned. CORNELL UNIVERSITY SECTION
01 14 00 Ithaca, New York WORK RESTRICTIONS DUFFIELD HALL 330 WORK RESTRICTIONS 01 14 00-5 LAB RENOVATIONS September 4, 2020 B. If Contractor elects to use specified equipment other
than "design equipment" which differs in arrangement, size, etc., the Contractor does so subject to following conditions: 1. Submit detailed drawings indicating proposed installations
of equipment and showing maintenance and service space required. 2. If revised arrangement meets approval, make all required changes in the work of all trades, including but not limited
to louvers, panels, structural supports, pads, etc. at no increase in Contract. Provide larger motors and any additional control devices, valves, fittings and other miscellaneous equipment
required for proper operation of revised layout, and assumes responsibility for proper location of roughing in and connections by other trades. 3. If revised arrangement does not meet
approval because of increase in pressure loss, possibility of increase in noise, lack of space or headroom, insufficient clearance for removal of parts, or for any other reason, provide
equipment which conforms to Contract Drawings and Specifications. 1.9 EXISTING EQUIPMENT, MATERIALS, FIXTURES, ETC. A. Where existing equipment, piping, fittings, etc. are to be removed,
Contractor shall submit complete list to Owner. All items that Owner wishes to retain shall be carefully removed and salvaged and delivered to building storage where directed by Owner.
Items that Owner does not wish to retain shall be removed from the site and legally disposed. 1.10 EXAMINATION OF PREMISES, DRAWINGS, ETC. A. Before Submitting Proposal 1. Examine
all Drawings and Specifications relating to Work of all trades to determine scope and relation to other work. 2. Examine all existing conditions affecting compliance with Plans and
Specifications, by visiting site and/or building. 3. Ascertain access to site, available storage and delivery facilities. B. Before Commencing Work on Any Phase or in any Area 1. Verify
all governing dimensions at site and/or building. 2. Inspect all adjacent work. C. Tender of Proposal Confirms Agreement 1. All items and conditions referred to herein and/or indicated
on accompanying Drawings. 2. No consideration, additional monies or time extensions will be granted for alleged misunderstanding. CORNELL UNIVERSITY SECTION 01 14 00 Ithaca, New York
WORK RESTRICTIONS DUFFIELD HALL 330 WORK RESTRICTIONS 01 14 00-6 LAB RENOVATIONS September 4, 2020 D. Existing or Archived Drawings 1. Existing or Archived drawings of impacted buildings
are appended in electronic format only for reference and informational purposes. These historic drawings are not to be considered contract drawings and are provided “FOR INFORMATION
ONLY”. The Owner makes no representation as to the accuracy of the drawings as representing current conditions. 1.11 STAND DOWN DATES A. Strict and effective enforcement by Contractor’s
management and supervision of the following dates and hours is required. 1. Stand-Down Dates (No construction work and no deliveries on site): a. Commencement Weekend dates May 29 –
30, 2021 b. Reunion Weekend dates June 12 – 13, 2021 2. Restricted Work Dates (delivery & demolition restrictions but otherwise work as usual): a. Commencement Weekend dates May 27
– 30, 2021 b. Reunion Weekend dates June 10 – 13, 2021 3. Student and Campus Life Residence Halls Open No deliveries, no hauling materials into or out of the project site. All work
to be contained to the fenced area of the project site. Greek Rush (Greek Housing only) No deliveries, no hauling materials into or out of the project site. 1.12 WORKING HOURS A.
Normal work hours are 7AM-dusk Monday-Saturday except during above noted restrictions. This means that Contractor shall not permit any noise generating activities that could disturb
campus occupants or residents to take place outside of these hours. Should any conditions necessitate work to extend beyond these hours – Contractor may submit a detailed request with
reasonable advance notice to Cornell. Cornell (at its sole discretion) may issue a written relaxation of the above but Contractor is advised never to assume that it will be granted.
B. During Construction periods, no work shall take place prior to 9AM in a Residence Hall, Fraternity, Co-Op, Sorority, or any type of Housing Unit. Residence Halls require 72 hours
notification to the Student & Academic Services representative prior to entering a Residence Hall or Student Room. This does not apply to Fraternity, Co-Op or Sorority House which
require 24 hours notification to the Facilities Manager. CORNELL UNIVERSITY SECTION 01 14 00 Ithaca, New York WORK RESTRICTIONS DUFFIELD HALL 330 WORK RESTRICTIONS 01 14 00-7 LAB RENOVATIONS
September 4, 2020 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED ***END OF SECTION 01 14 00*** CORNELL UNIVERSITY SECTION 01 25 00 Ithaca, New York SUBSTITUTIONS AND PRODUCT OPTIONS
DUFFIELD HALL 330 SUBSTITUTIONS AND 01 25 00-1 LAB RENOVATIONS PRODUCT OPTIONS September 4, 2020 SECTION 01 25 00 SUBSTITUTIONS AND PRODUCT OPTIONS 1.0 GENERAL 1.1 DESCRIPTION A.
The Contractor shall furnish and install the products specified, under the options and conditions for substitutions stated in this Section. 1.2 DEFINITIONS A. Substitutions: Changes
in products, materials, equipment, and methods of construction from those required by the Contract Documents and proposed by Contractor. 1. Substitutions for Cause: Changes proposed
by Contractor that are required due to changed Project conditions that are beyond the Contractor’s control, such as unavailability of product, or regulatory changes. a. Products that
are not available from Contractor’s preferred suppliers does not constitute unavailability of product. 2. Substitutions for Convenience: Changes proposed by Contractor or Owner that
are not required in order to meet other Project requirements but may offer advantage to Contractor or Owner. B. Products: Items obtained for incorporating into the Work, whether purchased
for Project or taken from previously purchased stock. The term "product" includes the terms "material," "equipment," "system," and terms of similar intent. 1. Named Products: Items
identified by manufacturer's product name, including make or model number or other designation shown or listed in manufacturer's published product literature that is current as of date
of the Contract Documents. 2. New Products: Items that have not previously been incorporated into another project or facility. Items salvaged from other projects are not considered
new products. Items that are manufactured or fabricated to include recycled content materials are considered new products, unless indicated otherwise. 3. Comparable Product: Product
that is demonstrated and approved through submittal process to have the indicated qualities related to type, function, dimension, in-service performance, physical properties, appearance,
and other characteristics that equal or exceed those of specified product. CORNELL UNIVERSITY SECTION 01 25 00 Ithaca, New York SUBSTITUTIONS AND PRODUCT OPTIONS DUFFIELD HALL 330
SUBSTITUTIONS AND 01 25 00-2 LAB RENOVATIONS PRODUCT OPTIONS September 4, 2020 C. Basis-of-Design Product Specification: A specification in which a specific manufacturer's product
is named and accompanied by the words "basis-of-design product," including make or model number or other designation, to establish the significant qualities related to type, function,
dimension, in-service performance, physical properties, appearance, and other characteristics for purposes of evaluating comparable products of additional manufacturers named in the
specification. 1.3 ACTION SUBMITTALS A. Substitution Requests: Submit indicated number of copies of each Substitution Request Form, attached hereto, for consideration. Identify product
or fabrication or installation method to be replaced. Include Specification Section number and title and Drawing numbers and titles. 1. In addition to submission of Substitution Request
Form, substitutions shall be listed on the Bid Proposal Submission Form with description, specification references, and corresponding change in base bid 1.4 PRODUCTS LIST A. Within
thirty (30) days after the award of Contract, submit to the Architect five copies of a complete list of products which are proposed for installation. B. Tabulate the products by listing
under each specification section title and number. C. For products specified only by reference standards, list for each such product: 1. Name and address of the manufacturer. 2. Trade
name. 3. Model or catalog designation. 4. Manufacturer's data: a. Reference standards. b. Performance test data. 1.5 QUALITY ASSURANCE A. Compatibility of Substitutions: Investigate
and document compatibility of proposed substitution with related products and materials. Engage a qualified testing agency to perform compatibility tests recommended by manufacturers.
B. Compatibility of Options: If Contractor is given option of selecting between two or more products for use on Project, select product compatible with products previously selected,
even if previously selected products were also options. 1. Contractor is responsible for providing products and construction methods compatible with other products and construction
methods. CORNELL UNIVERSITY SECTION 01 25 00 Ithaca, New York SUBSTITUTIONS AND PRODUCT OPTIONS DUFFIELD HALL 330 SUBSTITUTIONS AND 01 25 00-3 LAB RENOVATIONS PRODUCT OPTIONS September
4, 2020 2. If a dispute or compatibility issue arises over concurrently selectable but incompatible products, Architect will determine which products shall be used. 1.6 PROCEDURES A.
Coordination: Modify or adjust affected work as necessary to integrate work of accepted substitutions and approved comparable products. 1.7 EQUIVALENTS – APPROVED EQUAL A. Equivalents
or Approvals - General 1. The words “similar and equal to”, or “or equal”, “equivalent” and such other words of similar content and meaning shall for the purposes of this Contract be
deemed to mean similar or equivalent to one of the named products. For the purposes of Paragraph A and B of this Section 1.4 and for the purposes of Bidding Documents, the word “products”
shall be deemed to include the words “articles”, “materials”, “items”, “equipment” and “methods”. Whenever in the Contract documents one or more products are specified, the words “similar
and equal to” shall be deemed inserted. 2. Whenever any product is specified in the Contract documents by a reference to the name, trade name, make or catalog number of any manufacturer
or supplier, the intent is not to limit competition, but to establish a standard of quality which the Architect has determined is necessary for the Project. The Contractor may at its
option use any product other than that specified in the Contract Documents provided the same is approved by the Architect in accordance with the procedures set forth in Paragraph B
of this Section 1.4. In all cases the Architect shall be the sole judge as to whether a proposed product is to be approved and the Contractor shall have the burden of proving, at its
own cost and expense, to the satisfaction of the Architect, that the proposed product is similar and equal to the named product. In making such determination the Architect may establish
such objective and appearance criteria as it may deem proper that the proposed product must meet in order for it to be approved. 3. Nothing in the Contract Documents shall be construed
as representing, expressly or implied, that the named product is available or that there is or there is not a product similar and equal to any of the named products and the Contractor
shall have and make no claim by reason of the availability or lack of availability of the named product or of a product similar and equal to any named product. 4. The Contractor shall
have and make no claim for an extension of time or for damages by reason of the time taken by the Architect or by reason of the failure of the Architect to approve a product proposed
by the Contractor. 5. Request for approval of proposed equivalents will be received by the Architect only from the Contractor. CORNELL UNIVERSITY SECTION 01 25 00 Ithaca, New York SUBSTITUTIONS
AND PRODUCT OPTIONS DUFFIELD HALL 330 SUBSTITUTIONS AND 01 25 00-4 LAB RENOVATIONS PRODUCT OPTIONS September 4, 2020 B. Equivalents or Approvals After Bidding 1. Request for approval
of proposed equivalents will be considered by the Architect after bidding only in the following cases: (a) the named product cannot be obtained by the Contractor because of strikes,
lockouts, bankruptcies or discontinuance of manufacturer and the Contractor makes a written request to the Architect for consideration of the proposed equivalent within ten (10) calendar
days of the date it ascertains it cannot obtain the named product; or (b) the proposed equivalent is superior, in the opinion of the Architect, to the named product; or (c) the proposed
equivalent, in the opinion of the Architect, is equal to the named product and its use is to the advantage of the Owner, e.g., the Owner receives an equitable credit, acceptable to
it, as a result of the estimated cost savings to the Contractor from the use of the proposed equivalent or the Owner determines that the Contractor has not failed to act diligently
in placing the necessary purchase orders and a savings in the time required for the completion of the construction of the Project should result from the use of the proposed equivalent;
or (d) the proposed equivalent, in the opinion of the Architect, is equal to the named product and less than ninety (90) calendar days have elapsed since the Notice of Award of the
Contract. 2. Where the Architect pursuant to the provisions of this Section 1.4 approves a product proposed by the Contractor and such proposed product requires a revision or redesign
of any part of the work covered by this Contract, all such revision and redesign and all new Drawings and details required therefore shall be subject to approval of the Architect and
shall be provided by the Contractor at its own cost and expense. 3. Where the Architect pursuant to the provisions of this Section approves a product proposed by the Contractor and
such proposed product requires a different quantity and/or arrangement of duct work, piping, wiring, conduit or any other part of the work from that specified, detailed or indicated
in the Contract Documents, the contractor shall provide the same at its own cost and expense. 1.8 CONTRACTOR'S OPTIONS A. For products specified only by reference standard, select any
product meeting that standard, by any manufacturer. B. For products specified by naming several products or manufacturers, select any one of products and manufacturers named. 1. Products:
a. Restricted List (Products): Where Specifications include paragraphs or subparagraphs titled “Products” or that include the phrase “provide one of the following”, and include a list
of names of both manufacturers and products, provide one of the products listed that complies with requirements. Comparable products for Contractor's convenience will not be considered.
- Substitutions may be considered, unless otherwise indicated. CORNELL UNIVERSITY SECTION 01 25 00 Ithaca, New York SUBSTITUTIONS AND PRODUCT OPTIONS DUFFIELD HALL 330 SUBSTITUTIONS
AND 01 25 00-5 LAB RENOVATIONS PRODUCT OPTIONS September 4, 2020 b. Non-restricted List (Available Products): Where Specifications include paragraphs or subparagraphs titled “Available
Products” or that include the phrase “include, but are not limited to, the following”, and include a list of names of both available manufacturers and products, provide one of the products
listed, or an unnamed product, that complies with requirements. Comply with requirements in "Comparable Products" Article for consideration of an unnamed product. 2. Manufacturers:
a. Restricted List (Manufacturers): Where Specifications include paragraphs or subparagraphs titled “Manufacturers” or that include the phrase “provide products by one of the following”,
and include a list of manufacturers' names, provide a product by one of the manufacturers listed that complies with requirements. Comparable products for Contractor's convenience will
not be considered. - Substitutions may be considered, unless otherwise indicated. b. Non-restricted List (Available Manufacturers): Where Specifications include paragraphs or subparagraphs
titled “Available Manufacturers” or that include the phrase “include, but are not limited to, the following”, and include a list of available manufacturers, provide a product by one
of the manufacturers listed, or a product by an unnamed manufacturer, that complies with requirements. Comply with requirements in "Comparable Products" Article for consideration of
an unnamed manufacturer's product. 3. Basis-of-Design Product: Where Specifications name a product, or refer to a product indicated on Drawings, and include a list of manufacturers,
provide the specified or indicated product or a comparable product by one of the other named manufacturers. Drawings and Specifications indicate sizes, profiles, dimensions, and other
characteristics that are based on the product named. a. Restricted List (List of Manufacturers): Where Specifications include paragraphs or subparagraphs titled “Basis-of-Design Product”,
and include a list of other manufacturers' names, provide the specified or indicated product or a comparable product by one of the other named manufacturers that complies with requirements.
- Comply with requirements in "Comparable Products" Article for consideration of an unnamed product by one of the other named manufacturers. - Substitutions may be considered, unless
otherwise indicated. b. Non-restricted List (No List of Manufacturers): Where Specifications include paragraphs or subparagraphs titled “Basis-of-Design Product”, and do not include
a list of other manufacturers’ names, provide the specified or indicated product or a comparable product by another manufacturer that complies with requirements. Comply with requirements
in "Comparable Products" Article for consideration of an unnamed manufacturer's product. CORNELL UNIVERSITY SECTION 01 25 00 Ithaca, New York SUBSTITUTIONS AND PRODUCT OPTIONS DUFFIELD
HALL 330 SUBSTITUTIONS AND 01 25 00-6 LAB RENOVATIONS PRODUCT OPTIONS September 4, 2020 C. For products specified by naming one or more products or manufacturers and stating "or equal",
the Contractor shall submit a request as for substitutions, for any product or manufacturer not specifically named. Such substitution shall have been listed on Bid Proposal Submission
Form as required in Instructions to Bidders. If not so listed, no substitution will be allowed. D. For products specified by naming only one product and manufacturer, no option and
no substitution will be considered unless listed on the Bid Proposal Submission Form as provided in the Instructions to Bidders. Base Bid must include the specified product or manufacturer.
Substitutions will be at the sole discretion of the Owner. 1.9 SUBSTITUTIONS A. Substitutions for Cause: Submit requests for substitution immediately on discovery of need for change,
but not later than 21 days prior to time required for preparation and review of related submittals. B. Substitutions for Convenience: Submit requests for substitution within thirty
(30) days of contract award. C. Submit a separate request for each substitution. Support each request with: 1. Completed "Request for Substitution" form in eBuilder. A request for
substitution of a product, material, or process for that specified in the Contract Documents must be formally submitted as such accompanied by evidence that the proposed substitution
﴾1﴿ is equal in quality and serviceability to the specified item; ﴾2﴿ will not entail changes in detail and construction of Other Work; ﴾3﴿ will be acceptable to the Architect and Owner's
Design Consultant's in achieving design and artistic intent; and ﴾4﴿ will not result in a cost and/or schedule disadvantage. 2. Complete data substantiating compliance of the proposed
substitution with requirements stated in Contract Documents: a. Product identification, including manufacturer's name and address. b. Manufacturer's literature; identify: - Product
description. - Reference standards. - Performance and test data. c. Samples, as applicable. d. Name and address of similar projects on which product has been used, and the date of each
installation. 3. An itemized comparison of the proposed substitution with the product specified listing any variations. 4. Data relating to any changes in the construction schedule.
CORNELL UNIVERSITY SECTION 01 25 00 Ithaca, New York SUBSTITUTIONS AND PRODUCT OPTIONS DUFFIELD HALL 330 SUBSTITUTIONS AND 01 25 00-7 LAB RENOVATIONS PRODUCT OPTIONS September 4, 2020
5. The effect of the substitution on each separate contract of the Project. 6. List any changes required in other work or projects. 7. Designate any required license fees or royalties.
8. Designate availability of maintenance services, and source of replacement materials. D. Substitutions shall not result in additions to the Contract Sum. E. Substitutions will not
be considered as having been accepted when: 1. They are indicated or implied on shop drawings or product data submittals without a formal request from the Contractor. 2. They are requested
by a subcontractor or supplier. 3. The acceptance will require substantial revision of Contract Documents. F. Substitute products shall not be ordered or installed without written acceptance
of the Owner. G. The Owner and the Architect shall be the sole judges of the acceptability of a proposed substitution. 1.10 COMPARABLE PRODUCTS A. Conditions for Consideration: Contractor's
request for approval of comparable product will be considered when the following conditions are satisfied. If the following conditions are not satisfied, Architect may reject or return
requests without action, except to record noncompliance with these requirements. Where products or manufacturers are specified by name, submit the following, in addition to other required
submittals, to obtain approval of an unnamed product or manufacturer: 1. Evidence that the proposed product does not require revisions to the Contract Documents that it is consistent
with the Contract Documents and will produce the indicated results, and that it is compatible with other portions of the Work. 2. Detailed comparison of significant qualities of proposed
product with those named in the Specifications. Significant qualities include attributes such as performance, weight, size, durability, visual effect, sustainable design characteristics,
warranties, and specific features and requirements indicated. Indicate deviations, if any, from the product specified. 3. Evidence that proposed product provides specified warranty.
4. List of similar installations for completed projects with project names and addresses and names and addresses of architects and owners, if requested. 5. Samples, if requested. CORNELL
UNIVERSITY SECTION 01 25 00 Ithaca, New York SUBSTITUTIONS AND PRODUCT OPTIONS DUFFIELD HALL 330 SUBSTITUTIONS AND 01 25 00-8 LAB RENOVATIONS PRODUCT OPTIONS September 4, 2020 1.11
CONTRACTOR'S REPRESENTATION A. In making a formal request for a substitution the Contractor represents that: 1. By submitting Shop Drawings, Product Data, Samples and similar submittals,
the Contractor thereby represents that he has determined and verified all dimensions, quantities, field dimensions, relations to existing work, coordination with work to be installed
later, coordination with information on previous Shop Drawings, Product Data, or Samples and compliance with all the requirements of the Contract Documents. The accuracy of all such
information is the responsibility of the Contractor. 2. The Contractor has personally investigated the proposed product and has determined that it is equal to or superior in all respects
to that specified. 3. The Contractor will provide the same warranties or bonds for the substitution as for the product specified. 4. The Contractor will coordinate the installation
of an accepted substitution into the Work, and will make such changes as may be required for the Work to be complete in all respects. 5. The Contractor waives all claims for additional
costs related to the substitution which may subsequently become apparent. 1.12 ARCHITECT'S DUTIES A. Review Contractor's requests for substitutions with reasonable promptness. B. Transmit
evaluations and recommendations to the Owner, so that the Owner can notify the Contractor of the decision for acceptance or rejection of the request for substitution. 2.0 PRODUCTS –
NOT USED 3.0 EXECUTION – NOT USED ***END OF SECTION 01 25 00*** CORNELL UNIVERSITY SECTION 01 31 19 Ithaca, New York PROJECT MEETINGS DUFFIELD HALL 330 PROJECT MEETINGS 01 31 19-1
LAB RENOVATIONS September 4, 2020 SECTION 01 31 19 PROJECT MEETINGS 1.0 GENERAL 1.1 DESCRIPTION A. The Owner will schedule and administer pre-construction meeting, periodic progress
meetings, and specially called meetings throughout the progress of the work. 1. Prepare agenda for meetings. 2. Distribute written notice of each meeting four days in advance of meeting
date. 3. Make physical arrangements for meetings. 4. Preside at meetings. 5. Record the minutes; include all significant proceedings and decisions. 6. Duplicate and distribute copies
of minutes after each meeting. a. To all participants in the meeting. b. To all parties affected by decisions made at the meeting. c. To the Architect. B. Representatives of Contractor,
subcontractors and suppliers attending the meetings shall be qualified and authorized to act on behalf of the entity each represents. 1.2 PRE-CONSTRUCTION MEETING A. Schedule at least
fifteen (15) days after date of Notice to Proceed. B. Location: A central site, convenient for all parties. C. Attendance: 1. Owner's Representative(s) 2. Contractor(s) 3. Architect
and its professional consultants 4. Major Subcontractors 5. Major suppliers 6. Safety Representatives for the Owner and Contractor CORNELL UNIVERSITY SECTION 01 31 19 Ithaca, New York
PROJECT MEETINGS DUFFIELD HALL 330 PROJECT MEETINGS 01 31 19-2 LAB RENOVATIONS September 4, 2020 D. Minimum Agendum: 1. Distribution and discussion of: a. List of major subcontractors
and suppliers b. Projected Construction Schedules 2. Critical work sequencing a. Identification of major shut downs and approximate schedule 3. Major equipment deliveries and priorities
4. Project Coordination a. Designation of responsible personnel 5. Procedures and processing of: a. Field decisions b. Proposal requests c. Submittals d. Change Orders e. Applications
for Payment f. Requests for Information g. Daily Reports 6. Adequacy of distribution of Contract Documents 7. Procedures for maintaining Record Documents 8. Use of premises: a. Office,
work and storage areas b. Owner's requirements c. Job site personnel conduct d. Building access and security 9. Temporary facilities, controls and construction aids 10. Temporary utilities
CORNELL UNIVERSITY SECTION 01 31 19 Ithaca, New York PROJECT MEETINGS DUFFIELD HALL 330 PROJECT MEETINGS 01 31 19-3 LAB RENOVATIONS September 4, 2020 11. Safety and first-aid procedures
a. Contractor’s Project Site Specific Plan 12. Security procedures 13. Housekeeping procedures 14. Affirmative Action Plan and Reporting requirements 1.3 PROGRESS MEETINGS A. Schedule
regular periodic meetings on the site, not less than once every two weeks throughout the Construction period. B. Attendance: 1. Architect 2. Architect's professional consultants when,
in the opinion of the Owner, needed 3. General Contractor, including Site Superintendent 4. Owner's Representatives 5. Subcontractors as appropriate to the agenda 6. Suppliers as appropriate
to the agenda 7. Safety Representative C. Minimum Agenda: 1. Review, approval of minutes of previous meeting 2. Review percentage of work to be in place by next meeting by individual
trades 3. Review of work progress since previous meeting 4. Field observations, problems, and conflicts 5. Problems which impede Construction Schedule 6. Review of off-site fabrication,
delivery schedules 7. Corrective measures and procedures to regain projected schedule 8. Revisions to Construction Schedule 9. Planned progress and schedule, during succeeding work
period 10. Coordination of schedules 11. Review submittal schedules; expedite as required CORNELL UNIVERSITY SECTION 01 31 19 Ithaca, New York PROJECT MEETINGS DUFFIELD HALL 330 PROJECT
MEETINGS 01 31 19-4 LAB RENOVATIONS September 4, 2020 12. Maintenance of quality standards 13. Review status of all issued proposal requests and change orders 14. Review proposed changes
for: a. Effect on Construction Schedule and on completion date b. Effect on other contracts of the Project 15. Other business D. All decisions, instructions, and interpretations given
by the Architect/Engineer or its representative at these meetings shall be binding and conclusive on the Contractor. 1.4 PRE-INSTALLATION CONFERENCE(S) A. The Contractor to hold pre-installation
conferences where required by individual specification sections or others at the discretion of the Owner. Minimum attendees would be Architect and/or their specific sub-consultant,
Owner, Contractor, Subcontractor, key Suppliers, testing & inspection firm, Facilities Engineering subject matter expert, etc. Minimum agenda would include review of key submittals,
RFI’s, safety, logistics, material procurement, quality control, etc. Contractor to assemble and distribute the Agenda minimum 48 hours prior to meeting as well as distribute meeting
minutes a minimum of seven (7) calendar days after the meeting. B. Submit a list of pre-installation meetings with preliminary dates within fifteen (15) days of issuance of the Notice
to Proceed. 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED ****END OF SECTION 01 31 19*** CORNELL UNIVERSITY SECTION 01 31 50 Ithaca, New York ELECTRONIC PROJECT MANAGEMENT DUFFIELD
HALL 330 ELECTRONIC PROJECT MANAGEMENT 01 31 50-1 LAB RENOVATIONS (ePM) SYSTEM September 4, 2020 SECTION 01 31 50 ELECTRONIC PROJECT MANAGEMENT 1.0 GENERAL 1.1 SUMMARY A. Owner Provided
System: The Contractor will utilize the Owner’s electronic Project Management (e-PM) system eBuilder on this project. 1. The Owner shall manage the day to day use of the Owner provided
ePM system and organize the training, support and maintenance of the ePM Website System for the entire project team for the period of its use on the Project. B. There are no fees to
utilize this system. 1.2 RELATED SECTIONS A. General Conditions Article 9 – Coordination and Cooperation. B. Section 01 33 00 – Submittal Procedures 1.3 DEFINITIONS A. ePM: defined
as an internet-based information and project communication system that allows the entire project team to collaborate in a centralized and secured repository. All project-specific correspondence,
workflow processes, and documentation will be stored and routed within the ePM system. 1.4 PROCEDURES A. Users will be provided a username and password. The Contractor shall log into
the e-PM system to enter the Project Documentation listed in section 2.0. All correspondence should be communicated through the e-PM system. B. Training 1. The Owner will hold training
sessions to familiarize team members with the system, and all Contractor staff are expected to attend one of these sessions or otherwise receive proper training on the system’s use.
All cost for personnel time and travel to attend the training as needed shall be included in the Contractor’s proposal C. The Contractor shall provide on-site personnel with personal
computer(s) and personal computer equipment that will allow the Contractor’s personnel to access and use the ePM Website System in a timely and efficient manner. At a minimum the Contractor
is to provide the following equipment and software: 1. Web Browser: with high-speed connection, up/down loading capability CORNELL UNIVERSITY SECTION 01 31 50 Ithaca, New York ELECTRONIC
PROJECT MANAGEMENT DUFFIELD HALL 330 ELECTRONIC PROJECT MANAGEMENT 01 31 50-2 LAB RENOVATIONS (ePM) SYSTEM September 4, 2020 2. Color printer and plotter capable of full-size document
production 3. Scanner: capable of scanning a high volume of project documents clearly and quickly 4. Digital Camera: (1) single lens reflex (SLR) type camera 5. Portable Document Format
(PDF) Reader/writer software D. Contractor shall log on to the ePM Website System on a daily basis, and as necessary to be kept fully appraised of the project developments, correspondence,
assigned tasks and other matters that occur on the site. These may include but are not limited to RFI’s, action items, meeting minutes, discussion threads, schedule updates, submittals,
submittal log, punch list items, daily reports, site photos and/or videos and preconstruction surveys. 1.5 PROCESS OVERVIEW A. The Contractor is required to timely and accurately post,
review, respond, and collaborate with other team members using the following features and/or workflow processes within the ePM system. B. Project Team Directory – Contractor shall provide
an updated directory of contact information for all companies, subcontractors and project team members who are engaged on this project. C. Request for Information (RFI): All project
RFI’s will be submitted using the ePM Website System. The submission of a Request for Information (RFI) is the Contractor’s exclusive means of requesting information from the Owner
and/or Architect. Attachments to RFI’s (which may include sketches, photographs, documentation, and the like, will be uploaded to the ePM Website System and attached to the RFI electronically.
D. Meeting Minutes: Contractor shall enter meeting agendas, records and minutes in the system for all applicable meetings as designated by the Owner. E. General Communications, memorandums
and Letters (Project Correspondence): Shall be created in or posted to the ePM Website System in PDF format electronically linked to action items. These action items shall include
names of party (ies) required to respond, time frame within which action is to be taken and any solutions the Contractor recommends. F. Drawings and Specifications: The Contract Documents
will be posted to the ePM Website System as directed by the Owner. The Owner shall retain the right to assign download rights to active CAD or model files. CAD or model files, in any
format, posted to the ePM Website System are for viewing and printing only and cannot be edited. G. Submittals: All submittals shall be fully electronic. Reference Section 01 33 00.
H. Submittal Schedule and Log: Contractor shall post and/or update on a daily basis. CORNELL UNIVERSITY SECTION 01 31 50 Ithaca, New York ELECTRONIC PROJECT MANAGEMENT DUFFIELD HALL
330 ELECTRONIC PROJECT MANAGEMENT 01 31 50-3 LAB RENOVATIONS (ePM) SYSTEM September 4, 2020 I. Field Reporting: The Contractor shall post and/or update on a daily basis all reports
required by other specification sections. These reports include, but are not limited to, daily construction reports, material location reports, unusual event reports, safety and accident
reports. J. Project Photographs: Contractor shall upload project photographs to the ePM system, field by date and type including but not limited to: 1. General Progress Photographs
2. RFI Issues 3. Non-Conforming Work 4. Special Events 5. As required by individual Specification Sections K. Project Schedule: The contractor shall post, distribute, review, and/or
respond to the project schedule, monthly updates, and any other schedule submittals onto the ePM in both native and PDF formats. L. Permits & Approvals: Contractor shall upload and
maintain current copies of all permits and agency approvals that relate to the project. M. Issue Tracking: Contractor to log and respond to issues that are related and affect other
stakeholders within the project team. N. Quality Assurance: The Owner and/or Architect will issue reports on conforming items in the ePM system. The Contractor is required to review
and respond with corrective actions in the system. O. Change Management – Cost Events and Change Orders will be managed by the e-PM system and the Contractor shall be responsible for
reporting potential changes and logging Requests for Change Orders in the system. The Contractor shall also upload and manage all documentation supporting Requested Change Orders. P.
Pay Applications Requests (Invoices) – The Contractor shall create and submit invoices for review by the Owner. Once the invoices are agreed to by the Owner then the invoices should
be submitted electronically per the instructions for the ePM system. Q. Budget and Cost Management – Contractor to provide estimates and work breakdown structure (WBS) to provide Owner
with accurate budget/cost analysis. CORNELL UNIVERSITY SECTION 01 31 50 Ithaca, New York ELECTRONIC PROJECT MANAGEMENT DUFFIELD HALL 330 ELECTRONIC PROJECT MANAGEMENT 01 31 50-4 LAB
RENOVATIONS (ePM) SYSTEM September 4, 2020 1.6 ADDITIONAL INFORMATION A. The Owner may change the standards for distribution and process prescribed above as required to suit the project.
B. The Owner shall retain ownership of all data entered into either system and shall administrate and distribute all information contained therein. C. The Contractor shall make certain
that all subcontractors performing significant work on the project shall actively participate in the e-PM system. Requirements for participation in the e-PM system shall be made part
of each bid document and final contract. 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED ****END OF SECTION 01 31 50*** CORNELL UNIVERSITY SECTION 01 32 16 Ithaca, New York CONSTRUCTION
SCHEDULE DUFFIELD HALL 330 CONSTRUCTION SCHEDULE 01 32 16-1 LAB RENOVATIONS September 4, 2020 SECTION 01 32 16 CONSTRUCTION SCHEDULE 1.0 GENERAL 1.1 SUMMARY A. The Contractor shall,
within fourteen (14) calendar days of Notice to Proceed, prepare and submit to the Owner estimated construction progress schedules for the entire Work, with sub-schedules of related
activities which are essential to the progress of the Work. B. Conferences will be held with the Architect, Owner and Contractor at the start of the project to agree mutually on a progress
schedule which must be diligently followed. C. Submit revised progress schedules periodically and when requested to do so by Owner. D. Submit to Owner and Architect a cash flow projection
in accordance with Schedule of Values. E. Submit electronic versions of all schedules, including updates, as well as all back-up to the submitted schedules. 1.2 FORM OF SCHEDULES A.
Prepare Network Analysis system, or prepare schedules in the form of a horizontal bar chart. 1. Provide separate horizontal bar for each trade or operation. 2. Horizontal time scale:
Identify the first work day of each week. 3. Scale and spacing: To allow space for notations and future revisions. B. Format of listings: The chronological order of the start of
each item of work. C. Identification of listings: By specification section numbers. 1.3 CONTENT OF SCHEDULES A. Construction Progress Schedule: 1. Show the complete sequence of construction
by activity. 2. Show the dates for the beginning, and completion of, each major element of construction. Specifically list: a. Site clearing b. Site utilities CORNELL UNIVERSITY SECTION
01 32 16 Ithaca, New York CONSTRUCTION SCHEDULE DUFFIELD HALL 330 CONSTRUCTION SCHEDULE 01 32 16-2 LAB RENOVATIONS September 4, 2020 c. Foundation work d. Structural framing e. Subcontractor
work f. Equipment installations g. Finishes h. Pre-Installation meetings 3. Show projected percentages of completion for each item, as of the first day of each month. 4. Show estimated
dates for the beginning and completion of work which must be completed by or coordinated with the Owner such as hazardous materials abatement, moving, training and other such items
as they are identified. B. Submittals Schedule for Shop Drawings, Product Data and Samples: Confer with the Architect and agree on all elements of the Submittals Schedule. The schedule
will be based on the understanding that minimum turn-around time in the Architect's office is ten (10) working days. Some submittals or groups of submittals may take longer to review.
Submittals which do not conform to the agreed schedule may be subject to delays in processing. Show: 1. The dates for Contractor's submittals. 2. The dates reviewed submittals will
be required from the Architect. 3. Confirmed lead time for manufacturing, production, fabrication and shipment to the project site of all materials which have an impact on the critical
path of the Project's construction schedule. 1.4 PROGRESS REVISIONS A. Indicate progress of each activity to date of submission. B. Show changes occurring since previous submission
of schedule: 1. Major changes in scope 2. Activities modified since previous submission 3. Revised projections of progress and completion 4. Other identifiable changes C. Provide a
narrative report as needed to define: 1. Problem areas, anticipated delays, and the impact on the schedule. 2. Corrective action recommended, and its effect. 3. The effect of changes
on schedules of other prime contractors. CORNELL UNIVERSITY SECTION 01 32 16 Ithaca, New York CONSTRUCTION SCHEDULE DUFFIELD HALL 330 CONSTRUCTION SCHEDULE 01 32 16-3 LAB RENOVATIONS
September 4, 2020 1.5 SUBMISSIONS A. Submit initial Construction Progress Schedules within fifteen (15) calendar days after award of Contract. 1. Owner will review schedules and return
review copy within ten (10) days after receipt. 2. If required, resubmit within seven (7) days after return of review copy. B. Submit progress revision schedules to accompany each application
for payment. C. Submit Submittals Schedule within thirty (30) calendar days after date of commencement of work. D. Submit one reproducible transparency and one opaque reproduction.
2.0 PRODUCTS - NOT USED 3.0 EXECUTION 3.1 DISTRIBUTION A. Distribute copies of the reviewed schedules to: 1. Owner Job Site personnel 2. Subcontractors 3. Other concerned parties B.
Instruct recipients to report to the Contractor, in writing, any problems anticipated by the projections of the schedule. ***END OF SECTION 01 32 16*** CORNELL UNIVERSITY SECTION 01
32 33 Ithaca, New York PHOTOGRAPHIC DOCUMENTATION DUFFIELD HALL 330 PHOTOGRAPHIC DOCUMENTATION 01 32 33-1 LAB RENOVATIONS September 4, 2020 SECTION 01 32 33 PHOTOGRAPHIC DOCUMENTATION
1.0 GENERAL 1.1 DESCRIPTION A. The Contractor shall provide existing condition photographs taken before commencement of Work, progress photographs taken periodically during progress
of the Work, and final photographs upon completion and full occupancy of the building. 1.2 SUBMITTALS A. Progress Submittals 1. Key Plan: Submit key plan of Project area and building
with notation of vantage points marked for location and direction of each photograph. 2. Submit digital photograph electronic files, organizationally filed by week, to E-Builder within
five (5) days of taking photographs. 3. Each photograph shall be identified with project title, date, and a description of the view. 2.0 PRODUCTS – NOT USED 3.0 EXECUTION 3.1 EXISTING
CONDITION PHOTOGRAPHS A. Before commencement of selective demolition, take photographs of Project area and surrounding areas, including existing items to remain during construction.
3.2 PROGRESS PHOTOGRAPHS A. Photographs shall be taken weekly in a manner which completely documents the work. B. The photographs shall be submitted to the Owner at the end of the first
week for review. C. Provide photographs of any wall, ceiling or floor assembly containing MEP, A/V or any infrastructure that will thereafter become concealed-prior to closure. Note
location on Key Plan. 3.3 FINAL COMPLETION PHOTOGRAPHS A. Photographs shall be taken in a manner which completely documents the completed work, for submission as project record documents.
***END OF SECTION 01 32 33*** CORNELL UNIVERSITY SECTION 01 33 00 Ithaca, New York SUBMITTAL PROCEDURES DUFFIELD HALL 330 SUBMITTAL PROCEDURES 01 33 00-1 LAB RENOVATIONS September
4, 2020 SECTION 01 33 00 SUBMITTAL PROCEDURES 1.0 GENERAL 1.1 DESCRIPTION A. Section includes administrative and procedural requirements for submittals, including the following: 1.
Shop Drawings 2. Product Data 3. Samples 4. Quality Assurance and Quality Control Submittals 5. Coordination Drawings 6. Certification of Asbestos free products 7. Owner furnishings
and fixed equipment B. Designate in the construction schedule, and/or in a separate Submittals Schedule, the dates for submission and the dates reviewed Shop Drawings, Product Data
and Samples will be needed. C. With the exception of physical samples and color charts, or as otherwise approved by the Owner, all submittals shall be electronic images in PDF format
created electronically (saved with commenting allowed) which shall be submitted for review and approval via the electronic project management web site. PDFs shall be created directly
from the native file format electronically. Scanning of paper to PDF shall be used minimally. Any nonelectronic submittals shall be approved on a case by case basis and logged into
the electronic management system as directed by a Cornell representative. 1.2 SUBMITTAL REGISTRY AND SCHEDULE A. The Architect shall provide a draft submittal registry in the template
needed for eBuilder importation. It will be part of the contract documents and turned over to the Contractor in native format for their use. The Contractor shall be responsible for
review and completion of the registry including addition of dates identified below and other information as deemed necessary by the Owner. B. The submittal registry and schedule shall
list all submittals required by the specifications, listed in order by the specification section in which they are required. Coordinate the Submittal Schedule with the Contractor's
Critical Path Method Construction Schedule and other related documents. CORNELL UNIVERSITY SECTION 01 33 00 Ithaca, New York SUBMITTAL PROCEDURES DUFFIELD HALL 330 SUBMITTAL PROCEDURES
01 33 00-2 LAB RENOVATIONS September 4, 2020 C. The Submittal Registry shall include the following information: 1. Title (by Architect for Contractor review) 2. Related specification
section and paragraph numbers (by Architect for Contractor review) 3. Subsection (by Architect for Contractor review) 4. Category of Submittal (Certification, Mock-Up, Operations/Maintenance
Manual, Product Data, Sample, Shop Drawing, Test Report, As Built, etc.) (by Architect for Contractor review) 5. Submittal Description including description of the part of the Work
covered by the submittal (by Architect for Contractor review) 6. Name of Subcontractor, if applicable (Contractor provided, optional) 7. Date due from Subcontractor (Contractor provided,
optional) 8. Date due to be submitted for review (Contractor provided, required) 9. Date due for submittal review to be completed (Contractor provided, required) 10. Date for transmittal
to Subcontractor (Contractor provided, optional) 11. Date for material or product delivery to project (Contractor provided, required) 12. Priority. Low, normal or high (Contractor
provided, required) D. Schedule a resubmittal for each major submittal. Except where specified otherwise in the contract documents, provide review times for submittals in accordance
with Submittal Procedures and Architect’s Duties below. E. Distribution: Initially submit the Submittal Schedule to the Owner for review via the electronic Project Management system.
A submittal schedule compliant with the requirements of this section showing all submittals for the preliminary schedule submission duration shall be submitted with the Contractor’s
preliminary schedule submittal described in Section 01 32 16. The schedule shall also enumerate all submittals to be processed after the initial preliminary schedule submission duration
period, although the date for these submittals does not have to be indicated. A final baseline submittal schedule showing all submittals for the entire project shall be included in
the baseline schedule submittal described in section 01 32 16. F. Updating: The Submittal Schedule shall be kept up-to-date by the Contractor until all submittals are approved. Failure
to provide the requested information, or delay in submitting required submittals may result in the payment request being returned to the Contractor until the required schedule or submittals
are received. CORNELL UNIVERSITY SECTION 01 33 00 Ithaca, New York SUBMITTAL PROCEDURES DUFFIELD HALL 330 SUBMITTAL PROCEDURES 01 33 00-3 LAB RENOVATIONS September 4, 2020 1.3 SHOP
DRAWINGS A. Drawings shall be newly prepared information drawn accurately to scale by skilled draftsperson and presented in a clear and thorough manner. 1. Highlight, encircle, or otherwise
indicate deviations from Contract Documents. 2. Do not reproduce Contract Documents or copy standard information as basis of Shop Drawings. 3. Standard information prepared without
specific reference to Project is not Shop Drawing. B. Shop Drawings include fabrication and installation Drawings, setting diagrams, schedules, patterns, templates and similar Drawings.
Include the following information: 1. Dimensions. 2. Identification of products and materials included by sheet and detail number. 3. Compliance with specified standards. 4. Notation
of coordination requirements. 5. Notation of dimensions established by field measurements. 6. Submittal: a. For electronic transmittal, submittals shall be distributed electronically
via the electronic project management system and will be reviewed and returned electronically marked with action taken. b. Maintain returned document as a “Record Document”. 1.4 PRODUCT
DATA A. Product Data includes brochures, diagrams, standard schedules, performance charts, and instructions that illustrate physical size, appearance and other characteristics of materials
and equipment. All submittals shall identify all products as being asbestos free, see Section 01 35 29. B. Collect Product Data into a single submittal for each element of construction
or system. 1. Clearly mark each copy to show applicable choices and options. Failure to do so will result in rejection of the submission. 2. Show performance characteristics and capacities.
3. Show dimensions and clearances required. 4. Show wiring or piping diagrams and controls. CORNELL UNIVERSITY SECTION 01 33 00 Ithaca, New York SUBMITTAL PROCEDURES DUFFIELD HALL
330 SUBMITTAL PROCEDURES 01 33 00-4 LAB RENOVATIONS September 4, 2020 5. Where Product Data includes information on products that are not required, eliminate or mark through information
that does not apply. 6. Supplement standard information to provide information specifically applicable to the Work. 7. Preliminary Submittal: Submit single copy of Product Data where
selection of options by Architect is required. 8. Submittals: a. For electronic transmittal, submittals shall be distributed electronically via the electronic project management system
and will be reviewed and returned electronically marked with action taken. b. Maintain one (1) copy as a “Record Document”. 1.5 SAMPLES A. Samples include partial sections of manufactured
or fabricated components, cuts or containers of materials, color range sets, and swatches showing color, texture, and pattern. B. Office samples shall be of sufficient size and quantity
to clearly illustrate: 1. Functional characteristics of the product, with integrally related parts and attachment devices. 2. Full range of color, texture and pattern. C. Field samples
and mock-ups: 1. Contractor shall erect, at the Project site, at a location acceptable to the Architect. 2. Size or area: that specified in the respective specification section. 3.
Fabricate each sample and mock-up complete and finished. 4. Remove mock-ups when directed by the Architect. 5. Perform necessary work to bring any area disturbed by mock-ups to the
areas original condition. D. Submit fully fabricated Samples cured and finished as specified and physically identical with material or product proposed. 1. Mount or display Samples
in manner to facilitate review of qualities indicated. 2. Identify Samples with generic description, product name, and name of manufacturer. 3. Submit Samples for review and verification
of size, kind, color, pattern, and texture. CORNELL UNIVERSITY SECTION 01 33 00 Ithaca, New York SUBMITTAL PROCEDURES DUFFIELD HALL 330 SUBMITTAL PROCEDURES 01 33 00-5 LAB RENOVATIONS
September 4, 2020 4. Where variation in color, pattern, texture, or similar characteristics is inherent in material or product represented, submit at least three (3) multiple units
that show approximate limits of variations. 5. Preliminary Submittals: Submit one (1) full set of choices where Samples are submitted for Architect’s selection of color, pattern, texture,
or similar characteristics from a range of standard choices. 6. Submittals: a. Submit four (4) sets for Architect’s review. Architect will return at least one (1) set marked with
action taken. Maintain sets of Samples, as returned, at Project Site, for quality comparisons throughout course of construction. Additionally, for electronic transmittal, photograph
sample and its label and attached to the submittal item electronically via the electronic project management. 1.6 QUALITY ASSURANCE AND QUALITY CONTROL SUBMITTALS A. Quality assurance
and quality control submittals include design data, test reports, certifications, manufacturer’s instructions, and manufacturer’s field reports. B. Professional design services or certifications:
Where Contract Documents require professional design services or certifications by a design professional, Contractor shall cause such services or certifications to be provided by a
qualified design professional, whose registration seal shall appear on drawings, calculations, specifications, certifications, Shop Drawings, and other submittals prepared by such professional.
Architect shall be entitled to rely upon adequacy, accuracy, and completeness of services, certifications, or approvals performed by such design professionals. C. Inspection and Test
Reports: Requirements for submittal of inspection and test reports from independent testing agencies as specified in the Contract Documents. D. Manufacturer’s instruction: Preprinted
instructions concerning proper application or installation of system or product. E. Manufacturer’s field reports: Reports documenting testing and verification by manufacturer’s field
representative to verify compliance with manufacturer’s standards or instructions. F. Submittals: 1. For electronic transmittal, submittals shall be distributed electronically via
the electronic project management system and will be reviewed and returned electronically marked with action taken. 2. Maintain one (1) additional copy as “Record Document”. CORNELL
UNIVERSITY SECTION 01 33 00 Ithaca, New York SUBMITTAL PROCEDURES DUFFIELD HALL 330 SUBMITTAL PROCEDURES 01 33 00-6 LAB RENOVATIONS September 4, 2020 1.7 COORDINATION DRAWINGS A.
The Contractor shall coordinate and manage the preparation and submittal of coordinated layouts of the mechanical, electrical and fire protection systems and equipment for all areas;
drawn at a scale not less than 1/4" per foot showing on both plan and elevation including but not limited to all equipment, ducts, pipe sleeves, piping including plumbing and, sprinkler
system, lighting, special supports and other items contained within the space. Show mechanical and electrical services as well as architectural and structural features drawn to scale.
Provide electronic record of each coordination drawing submitted in TIFF and PDF formats to the Owner. Provide coordination drawings for all corridors, laboratories, offices, mechanical
rooms, boiler room, shafts, tunnels, and all congested areas. Copies of coordination drawings shall be distributed to all trades to assure a complete, coordinated installation of work
within the space available. B. Submittal and review of coordination drawings will be required thirty (30) days prior to commencement of fabrication and/or installation of any work item.
C. Prepare and submit coordinated layouts of the mechanical and electrical systems and equipment for all areas; drawn at a scale not less than 3/8 inch =1 foot (1:32) showing on both
plan and elevation including but not limited to all equipment, ducts, pipe sleeves, piping including plumbing and, sprinkler system, lighting, special supports and other items contained
within the space. Show mechanical and electrical services as well as architectural and structural features drawn to scale. Provide copies of each coordination drawing submitted.
Provide coordination drawings for all spaces, including but not limited to, corridors, laboratories, offices, mechanical rooms, boiler room, shafts, tunnels, and other areas. Copies
of coordination drawings shall be distributed to all trades to assure a complete, coordinated installation of work within the space available. 1. Show architectural, structural and
other adjacent work requiring coordination with services. Show items, including but not limited to, access doors, ceiling grids, ceiling construction, structural decks and framing,
fixtures, devices, and other adjacent work coordinated with services and architectural layouts shown on Drawings. 2. Prepare plans, sections, elevations, and details as needed to describe
relationship of various systems and components. Supplement plan drawings with section drawings where required to adequately represent the Work. 3. Include room names and numbers of
each space. 4. Coordinate the addition of trade-specific information to the coordination drawings by multiple entities in a sequence that best provides for coordination of the information
and resolution of conflicts between installed components before submitting for review. 5. Contract drawings are diagrammatic. Exact location of receptacles, light fixtures, exit signs,
fire alarm devices, and other devices shall be coordinated with the Architectural Drawings and shall not be scaled from locations indicated on the Mechanical and Electrical Drawings.
Coordinate modifications in layout as necessary to complete the Work in accordance with the design intent. 6. Coordinate modifications in layout and components necessary to ensure
maintenance accessibility and prevent conflict between each portion of the Work. CORNELL UNIVERSITY SECTION 01 33 00 Ithaca, New York SUBMITTAL PROCEDURES DUFFIELD HALL 330 SUBMITTAL
PROCEDURES 01 33 00-7 LAB RENOVATIONS September 4, 2020 7. Maintain maximum headroom at all locations. Unless indicated otherwise, all mechanical and electrical systems and associated
components are to be installed as tight to underside of structure as possible. 8. Indicate functional and spatial relationships of components of architectural, structural, mechanical,
plumbing, fire protection, electrical systems, communications systems, security systems, and other portions of the Work. Drawings shall indicate dimensions, to avoid interference with
existing conditions, structural frame, ceilings, partitions, services, and other portions of the Work. Where conflicts occur with placement of materials of various portions of the
Work, Contractor shall be responsible to resolve conflicts and coordinate the available space to accommodate each portion of the Work. Adjustments resulting from coordination shall
be initialed and dated by the entity(s) affected by the adjustments. 9. Indicate space requirements for routine maintenance and for anticipated replacement of components during the
life of the installation. 10. Show location and size of access doors and access panels required for access to concealed dampers, valves, and other controls. 11. Indicate required installation
sequences. 12. Indicate dimensions, elevations, and alignments shown on the Drawings. Specifically note dimensions, elevations, and alignments that appear to be in conflict with submitted
equipment and minimum clearance requirements and notify Architect. Provide alternate sketches to Architect indicating proposed resolution of such conflicts. Minor dimension changes
and difficult installations will not be considered changes to the Contract. 13. Indicate suspended ceiling heights and show locations of visible ceiling-mounted devices relative to
acoustical ceiling grid. 14. Indicate locations of fire-rated partitions, smoke partitions, and other required barriers. 15. Plenum Space: Indicate sub-framing for support of ceiling
and wall systems, mechanical and electrical equipment, toilet partitions, overhead-mounted equipment, and related Work. Locate components within ceiling plenum to accommodate layout
of light fixtures indicated on Drawings. Indicate areas of conflict between light fixtures and other components and notify Architect. 16. Exposed Ceiling Construction: In addition
to other indicated information, show fullydimensioned locations of all items exposed at ceiling space. Indicate alignment requirements and centerline locations of light fixtures, ducts,
piping, conduit, and other services. Show dashed outline locations of laboratory casework, shelving, and other items that extend 7 feet or more above the floor. 17. Mechanical and
Electrical Rooms: Provide coordination drawings for mechanical and electrical rooms showing plans and elevations of mechanical, plumbing, fireprotection, fire-alarm, and electrical
equipment. Indicate paths of egress from rooms. Indicate paths for equipment removal from rooms. Indicate clear areas required for access and maintenance. CORNELL UNIVERSITY SECTION
01 33 00 Ithaca, New York SUBMITTAL PROCEDURES DUFFIELD HALL 330 SUBMITTAL PROCEDURES 01 33 00-8 LAB RENOVATIONS September 4, 2020 18. Structural Penetrations: Indicate scheduled
and requested penetrations and openings required for all disciplines. Request un-scheduled penetrations and openings where Contractor has reviewed, analyzed, and coordinated all possible
routing options and structural penetrations are only feasible option to accommodate indicated ceiling heights. Refer to the drawings for general guidelines and request confirmation
by Architect for structural penetrations. 19. Mechanical and Plumbing Work: Show dimensioned locations, sizes and bottom elevations of ductwork, piping, and conduit runs, including
insulation, bracing, flanges, accessories, and support systems. Show locations of major components, such as dampers, valves, diffusers, access doors, cleanouts and electrical distribution
equipment. 20. Electrical Work: Show electrical distribution, systems, equipment, and runs of vertical and horizontal conduit 1-1/4 inches (32 mm) in diameter and larger. Show light
fixture, exit light, emergency battery pack, smoke detector, fire alarm, and other device locations. Show panel board, switch board, switchgear, transformer, bus way, generator, and
motor control center locations. Show location of pull boxes and junction boxes, dimensioned from column center lines. Show lighting control systems. Show cable tray layouts including
vertical and horizontal offsets and transitions, clearances for access above and to side of cable trays, and vertical elevation of cable trays above the floor or bottom of ceiling structure.
21. Fire Suppression System: Show locations of standpipes, mains piping, branch lines, pipe drops, and sprinkler heads. 22. Refer to individual Sections for additional Coordination
Drawing requirements for Work in those Sections. 23. Contractor Sign-Off: Contractor and each entity performing portions of the Work shall sign and date coordination drawings. 24.
Review: Architect will review coordination drawings to confirm that the Work is being coordinated, but not for the details of the coordination, which are Contractor's responsibility.
If Architect determines that coordination drawings are not being prepared in sufficient scope or detail, or are otherwise deficient, Architect will so inform Contractor, who shall
make changes as directed and resubmit. Review of coordination drawings shall not reduce Contractor’s responsibility for final coordination of installation and maintenance clearances
of systems and equipment with existing conditions and each portion of the Work. D. Submittal and review of coordination drawings will be required before work can start in any given
area of the building. 1.8 CONTRACTOR RESPONSIBILITIES A. Review submittals for compliance with Contract Documents and approve submittals prior to transmitting to the Architect. CORNELL
UNIVERSITY SECTION 01 33 00 Ithaca, New York SUBMITTAL PROCEDURES DUFFIELD HALL 330 SUBMITTAL PROCEDURES 01 33 00-9 LAB RENOVATIONS September 4, 2020 B. Specifically record deviations
from Contract Document requirements, including minor variations and limitation. Comply with requirements of Section 01 25 00 Substitutions and Product Options. C. Contractor’s approval
of submittals shall indicate that the Contractor has determined and verified materials, field measurements and field construction criteria, and has checked and coordinated information
within each submittal with requirement of the Work and Contact Documents. Field conflicts which arise from the contractor’s failure to fully review and approve submittals before ordering
equipment, will result in the contractor being burdened with all costs to remediate the situation. D. Contractor shall be responsible for: 1. Compliance with the Contract Documents
2. Confirming and correlating quantities and dimensions 3. Selecting fabrication processes and techniques of construction. 4. Coordination of the work represented by each submittal
with other trades. 5. Performing the work in a safe and satisfactory manner. 6. Compliance with the approved Construction Schedule. 7. All other provisions of the agreements. E. It
is understood that the Architect's notation on the submittals is not to be construed as an authorization for additional work or additional cost. F. If any notations represent a change
to the Contract Sum, submit a cost proposal for the change in accordance with procedures specified before proceeding with the work. G. It is understood that the Architect's notation
on the submittal is not to be construed as approval of colors. Make all color-related submittals at one time. H. Notify the Architect by letter of any notations made by the Architect
which the Contractor finds unacceptable. Resolve such issues prior to proceeding with the Work. I. Begin no fabrication of work until all specified submittal procedures have been fulfilled.
J. Do not submit shop drawings, product data or samples representing work for which such submittals are not specified. The Architect shall not be responsible for consequences of inadvertent
review of unspecified submittals. K. The review of shop drawings shall not relieve the Contractor of the responsibility for proper construction and the furnishing of materials and labor
required even though the same may not be indicated on the review shop drawings. L. Certify that only asbestos free material is used in the execution of all work. Reference Section 01
35 39 CORNELL UNIVERSITY SECTION 01 33 00 Ithaca, New York SUBMITTAL PROCEDURES DUFFIELD HALL 330 SUBMITTAL PROCEDURES 01 33 00-10 LAB RENOVATIONS September 4, 2020 1.9 SUBMITTAL
PROCEDURES A. Coordination 1. Coordinate submittals with performance of construction activities in accordance with the Submittal Schedule approved by the Architect and Owner. 2. Coordinate
each submittal with fabrication, purchasing, testing, delivery, other submittals and related activities that require sequential activity. 3. Prepare and transmit each submittal in accordance
with the Submittals Schedule, agreed to by all entities involved. 4. Prepare, review, approve and transmit each submittal sufficiently in advance of performance of related construction
activities to avoid delay. 5. Architect's Review: Allow ten (10) working days for Architect's initial processing of each submittal requiring the Architect’s review and response, except
for longer periods required as noted below, and where processing must be delayed for coordination with subsequent submittals. The Architect will advise the Contractor promptly when
it is determined that a submittal being processed must be delayed for coordination. Allow ten (10) working days for Architect's reprocessing of each submittal. Notify the Architect
when processing time for a submittal is critical to the progress of the work, and the work would be expedited if its processing time could be shortened. An additional five (5) working
days will be required for items specified in Divisions 2, 3, 5, 23 and 26, and for Architectural Woodwork, Hollow Metal Work and Hardware Schedules. 6. Allow time for delivery in addition
to review. 7. Allow time for reprocessing each submittal. 8. No extension of Contract Time will be authorized because of failure to prepare submittals sufficiently in advance of Work
to permit processing. 9. Submittals made which do not conform to the schedule are subject to delays in processing by the Architect. 10. Refer to Section 01 32 16 Construction Schedules
for requirements of the Submittals Schedule. 11. Failure of the Contractor to obtain approval of Shop Drawings shall render all work thereafter performed to be at Contractor’s sole
risk, cost and expense. B. Submittal Preparation 1. Place permanent label or title block on each submittal for identification. 2. Indicate name of entity that prepared each submittal
on label or title block. CORNELL UNIVERSITY SECTION 01 33 00 Ithaca, New York SUBMITTAL PROCEDURES DUFFIELD HALL 330 SUBMITTAL PROCEDURES 01 33 00-11 LAB RENOVATIONS September 4,
2020 3. Provide space on label or beside title block on Shop Drawings to record Contractor's stamp, initialed or signed, certifying to review of submittal, action taken, verification
of products, field measurements and field construction criteria, and coordination of the information within the submittal with requirements of the Work and of Contract Documents. 4.
Complete all fields on submittal item details in ePM system including meaningful description. 5. Include the following information on submittal documentation: a. Drawing, detail or
specification references, including section number, as appropriate to clearly identify intended use of product. b. Field dimensions, clearly identified as such. c. Relation to adjacent
or critical features of the work or materials. d. Applicable standards, such as ASTM or Federal Specification numbers. e. Provide a blank space for the Architect’s stamps f. On transmittal,
record relevant information including deviations from Contract Document requirements, including minor variations and limitations. 6. Identification of revisions on re-submittals, other
than those noted by the Architect on previous submittals. 7. Shop drawings with the comment "by others" are not acceptable. All such work must specifically identify the related responsible
subcontractor. C. Submittal Transmittal: 1. Transmit submittals via the electronic project management system to Architect unless otherwise noted or directed. 2. Prepare and generate
transmittal in ePM system for submission of samples. Package sample and other each submittal appropriately for transmittal and handling. 1.10 RECORD SUBMITTALS A. Provide a record
copy of the submittal (electronic format) for the O&M Manual. 1.11 RESUBMISSION REQUIREMENTS A. Make any corrections or changes noted on previous submittals. B. Shop Drawings and Product
Data: 1. Revise initial drawings or data, and resubmit as specified for the initial submittal. 2. Indicate any changes which have been made other than those noted by the Architect.
C. Samples: Submit new samples as required for initial submittal. CORNELL UNIVERSITY SECTION 01 33 00 Ithaca, New York SUBMITTAL PROCEDURES DUFFIELD HALL 330 SUBMITTAL PROCEDURES
01 33 00-12 LAB RENOVATIONS September 4, 2020 1.12 ARCHITECT'S DUTIES A. Review submittals with reasonable promptness as identified in 1.8, paragraph 5 of this Section. B. Notations
on the Submittal Review Stamp or eBuilder file mean the following: 1. "Approved (APP)" indicates that no deviations from the design concept have been found and Work may proceed. 2.
"Approved as Noted (AAN)" indicates that deviations from the design concept which have been found are noted, and the Contractor may proceed accordingly. 3. "Revise and Resubmit (RAR)"
indicates that Work covered by submittal, including purchasing, fabrication, delivery, or other activity may not proceed. Revise or prepare new submittal according to Architect’s notations;
resubmit without delay. Repeat if necessary to obtain different action mark. 4. “Rejected (REJ)” indicates that Work covered by submittal, including purchasing, fabrication, delivery,
or other activity may not proceed. Revise or prepare new submittal according to Architect’s notations; resubmit without delay. Repeat if necessary to obtain different action mark.
5. “On Hold (ONH)” is used in a very limited capacity and means that the Contractor should not take action until the reason for hold has been cleared and may be required to revise and
resubmit. 6. “Not Reviewed (NRV)” is used for submittals that were submitted in error, duplicate, or other reason that does not require review by the Architect but need to be closed
by the Contractor upon return to them 7. “For Record Only (FRO)”: Submittals for information or record purposes, including Quality Assurance and Quality Control Submittals, and Material
Safety Data Sheets (MSDS), will not require responsive action by the Architect. a. Architect will forward informational submittals without action. b. Architect will reject and return
informational submittals not in compliance with Contract Documents. C. Incomplete Submittals: Architect will return incomplete submittals without action. D. Unsolicited Submittals:
Architect will return unsolicited submittals to sender without action. E. Return submittals to Contractor for distribution, or for resubmission. CORNELL UNIVERSITY SECTION 01 33
00 Ithaca, New York SUBMITTAL PROCEDURES DUFFIELD HALL 330 SUBMITTAL PROCEDURES 01 33 00-13 LAB RENOVATIONS September 4, 2020 1.13 DISTRIBUTION A. Distribute reviewed Shop Drawings
and copies of Product Data when possible via the electronic project management system to: 1. Job site file 2. Record Documents file 3. Subcontractors 4. Installers 5. Suppliers 6. Manufacturers
7. Fabricators 8. Architect 9. Owner B. Do not permit use of unmarked copies or rejected copies of submittals in connection with construction at Project Site or elsewhere where Work
is in progress. 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED ***END OF SECTION 01 33 00*** CORNELL UNIVERSITY SECTION 01 35 29 Ithaca, New York GENERAL HEALTH & SAFETY DUFFIELD
HALL 330 GENERAL HEALTH & SAFETY 01 35 29-1 LAB RENOVATIONS September 4, 2020 SECTION 01 35 29 GENERAL HEALTH & SAFETY 1.0 GENERAL 1.1 DESCRIPTION A. This Section provides requirements
for general health and safety during the project. The requirements of this Section shall apply to both Contractor and all tiers of sub-contractors involved in the project. B. In addition
to the requirements of this Section, all laws and regulations by applicable local, state, and federal agencies shall apply to the work of this contract. In some cases the requirements
of these Specifications may by intention exceed such legal requirements, but in no case shall this Specification be interpreted or understood to reduce or eliminate such requirements.
1.2 CONTRACTOR’S PROJECT SITE SPECIFIC PLAN A. Contractors are required to submit a Project Site Specific Plan (PSSP) for review by Cornell University representatives before commencement
of work on the site. The PSSP should address site specific information, controls and or requirements as it relates to the entire scope of work for the project. All contractors shall
use the Project Site Specific Plan Template below to develop their Project’s PSSP. The template may be downloaded at: https://ehs.cornell.edu/campus-health-safety/occupational-safety/contractor-s
afety 1. Within the PSSP Template are example(s) to use as reference. The provided examples demonstrate Cornell University’s expectations for providing detailed site specific information,
controls and requirements. 2. Project Site Specific Plan’s that inadequately address site specific operations will be returned with comments for resubmission. Failure to submit a PSSP
may result in delay of project and/or denial of the payment. 3. All projects must have the PSSP submitted via e-Builder for review and comment. B. PSSP submittal should be submitted
a minimum of ten (10) days prior to the commencement of work on site. The Contractor may opt to submit their PSSP in phases. The Contractor must submit a phase submission plan using
the PSSP Submission table included in the PSSP template for approval by Owner’s Representative with initial submission. Submit remaining phases no later than ten (10) days prior to
the start of a new, predetermined project phase or milestone. 1. Projects having less than a ten (10) day turn-around shall coordinate their submittal with the Owner’s Representative,
who should coordinate with Occupational Health, Safety and Injury Prevention (OHSIP), the University Fire Marshall’s Office and Contract College’s Codes Enforcement Official, if applicable.
CORNELL UNIVERSITY SECTION 01 35 29 Ithaca, New York GENERAL HEALTH & SAFETY DUFFIELD HALL 330 GENERAL HEALTH & SAFETY 01 35 29-2 LAB RENOVATIONS September 4, 2020 C. The Contractor
is responsible for its employees and its subcontractors. Subcontractors are required to submit their PSSP to the General Contractor. The General Contractor is responsible to ensure
all subcontractor(s) PSSP’s are adequate per their scope of work. D. The General Contractor is required to ensure their project’s PSSP is accurately maintained throughout the duration
of the contract. Resubmission is required for any new scope elements not previously addressed by the Contractor’s original PSSP. E. Definitions: 1. Project Site Specific Plan (PSSP):
A structured document that details the scope of the contract work and related site specific controls, requirements and information for University and Contractor personnel. This document
is not intended to be all inclusive of all applicable local, state and federal laws and regulations for which the General Contractor and its Subcontractor(s) are expected to comply.
2. Authority Having Jurisdiction (AHJ): • The organization, office or individual responsible for approving equipment, an installation or a procedure (NYS Fire Code). • The local
government, county government or state agency responsible for the administration and enforcement of an applicable regulation or law (NYS Building Code-§202.2). 3. Occupational Health,
Safety and Injury Prevention (OHSIP): A division of Cornell University’s Environmental Safety and Health Department. The OHSIP division can be contacted at (607)-255-8200 or by email
at askEHS@cornell.edu 4. SME: The University’s subject matter expert. 1.3 AERIAL WORK PLATFORMS A. The preferred method for Aerial Work Platforms (AWPs) boom storage is fully retracted
and fully lowered to the ground. B. In some circumstances booms may need to be stored in the air because of vandalism concerns, minimal size of storage location, etc. 1. If this is
case, the area under the elevated boom must be blocked or arranged such that prevents people from walking, standing, working or parking vehicles underneath. 2. When booms are stored
in the air consult the extended weather forecast. Booms should not be stored in the air during predicted high winds, or severe storms. AWPs become unstable at winds or gusts greater
than 25 mph and must be fully lowered to prevent a tip-over. CORNELL UNIVERSITY SECTION 01 35 29 Ithaca, New York GENERAL HEALTH & SAFETY DUFFIELD HALL 330 GENERAL HEALTH & SAFETY
01 35 29-3 LAB RENOVATIONS September 4, 2020 1.4 ASBESTOS A. All products provided for use in construction at Cornell University are to be free of asbestos. At Substantial Completion,
prior to beneficial service, the Contractor shall provide a signed certification form “Exhibit AC” stating that all Contractor supplied & installed products are 100% asbestos free.
The Contractor has to attach applicable Safety Data Sheets/ Material Safety Data Sheets for each product documenting a 100% asbestos free status. The University may provide random testing
of products for asbestos content. Any Contractor installed product found to contain asbestos shall be classified as defective work. Defective work shall be corrected by the Contractor
as specified in the General Conditions. B. Attached for the Contractor’s information are asbestos reports which represent samples taken within the building. C. Based on the above,
disposal of asbestos containing material is not anticipated. 1.5 LEAD A. Building may contain lead based paint. The Contractor shall protect workers in accordance with OSHA regulations.
The Contractor selects the means and/or methods to address the presence of lead based paint, and must concurrently protect its workers based on the Contractor’s means and/or methods.
The Contractor is required to submit a lead plan that is site specific, indicating that the protective measures the Contractor proposes meet the OSHA standard 1926.62 “Lead in Construction
Standards”. This site specific plan should address the particular methods the Contractor intends to protect its workers, the building occupants and the building structure based on
its selection of addressing the presence of lead based paint. 1.6 MERCURY COLLECTION A. Building may contain mercury. Mercury is a metal that is liquid at room temperature and is toxic
to humans and the environment. Mercury can accumulate under laboratory benches and especially in the pipes in old laboratories. Dismantling old fixtures with care can prevent unnecessary
spills. The Contractor shall protect workers in accordance with OSHA regulations. Mercury is regulated by OSHA and the EPA. If encountered, mercury shall be collected safely utilizing
proper measures to prevent exposure and must be turned over to Cornell Environmental Health & Safety for disposal. In the event of a spill, leave and secure the area, call Cornell
Dispatch 255-1111 and request the campus Spill Response Team. 1.7 SITE VISITS A. The undertaking of periodic Site Visits by Architects, Engineers or the Owner shall not be construed
as supervision of actual construction, or make them responsible for the safety of any persons; or make them responsible for means, methods, techniques, sequences or procedures of construction
selected by the Contractor or its Subcontractors; or make them responsible for safety programs and precautions incident to the Work, or for the safe access, visit, use, Work, travel
or occupancy of any person. CORNELL UNIVERSITY SECTION 01 35 29 Ithaca, New York GENERAL HEALTH & SAFETY DUFFIELD HALL 330 GENERAL HEALTH & SAFETY 01 35 29-4 LAB RENOVATIONS September
4, 2020 1.8 CONFINED SPACE A. The Contractor shall be responsible for the identification of confined space in accordance with OSHA requirements. 2.0 PRODUCTS – NOT USED 3.0 EXECUTION
– NOT USED ***END OF SECTION 01 35 29*** CORNELL UNIVERSITY SECTION 01 35 29 Ithaca, New York GENERAL HEALTH & SAFETY 860 Hooper Road Endwell, NY 13760 Tel: 607.231.6600 Fax:
607.231.6650 Website: www.deltaengineers.com AN ISO 9001:2015 CERTIFIED COMPANY “We are a seamless extension of our clients’ organizations” July 8, 2020 Mr. Dale Houseknecht, Facilities
Coordinator Projects II Cornell University IPP-Facilities Management, FM Administration 116 Humphreys Service Building Ithaca, New York 14853-3701 Re: Duffield Hall (Bldg Code 2000)
Rooms 216 and 330 Lab Renovation Project Asbestos Bulk Sampling Report Cornell Task Authorization Number TA-321 Work Order No. 12715752 Delta Project No.: 2019.003.316 Dear Mr.
Houseknecht: Enclosed, please find the Asbestos Bulk Sample Report Form, the associated Laboratory Analytical Result Sheets and the Bulk Sample Location Drawings for the bulk sampling
performed by Delta Certified Inspector Thomas Ferro. The sampling was performed on July 1st, 2020 and addressed suspect materials with the potential to be impacted by the upcoming Duffield
Hall Rooms 216 and 330 Lab Renovation Project. The affected areas included Rooms 216 and 330. Based on a review of the Design Development Drawing Set dated June 19, 2020 (for Room
330 only), previous Delta sampling efforts, and a visual inspection of the affected areas, a total of fourteen (14) bulk samples were collected representing seven (7) homogenous materials.
Twelve (12) of the samples collected were “Non–Friable Organically Bound” (NOBs) representing six (6) homogenous materials. The remaining two (2) samples were friable Non-NOB’s representing
one (1) homogenous material. Results for all samples were reported as “No Asbestos Detected”. In addition to the samples collected, other suspect homogenous materials were observed
but not sampled as they were addressed through previous Delta sampling efforts. Non-suspect materials were also present. These materials included: • 2’ x 2’ Ceiling Tile – No Asbestos
Detected • Sheetrock – No Asbestos Detected • Joint Compound – No Asbestos Detected • Mastic from non-suspect vinyl cove base – No Asbestos Detected • Non-suspect fiberglass pipe insulation
and duct insulation • All accessible wiring observed to be non–suspect vinyl wire wrap Based on the above, no asbestos containing materials are anticipated to be impacted by the Duffield
Hall Rooms 216 and 330 Lab Renovation Project. Bulk sample analysis was performed by AmeriSci New York, Inc., an independent laboratory approved/ accredited by the NYS Department of
Health (ELAP), the American Industrial Hygiene Association (AIHA), and the National Voluntary Laboratory Accreditation Program (NVLAP). Analysis of all “Non-Friable Organic Bound” (NOBs)
materials was initially performed by Polarized Light Microscopy (PLM) following the NYS DOH ELAP 198.6 Methodology. If PLM results were reported as “non-asbestos”, the sample was analyzed
by Transmission Electron Microscopy (TEM) following NYS DOH ELAP 198.4 Methodology. “Positive Stop” “We are a seamless extension of our clients’ organizations” DELTA ENGINEERS, ARCHITECTS,
& LAND SURVEYORS, DPC Page 2 of 11 AN ISO 9001:2015 CERTIFIED COMPANY sample analysis protocol was utilized for a given homogenous material set with multiple samples and based on this;
all 14 samples collected were analyzed. Please reference the Asbestos Bulk Sample Report Form for sample particulars and details. I have also attached copies of Delta Company, Personnel
and Laboratory licenses/certifications. If you have any questions, or require any other information, please feel free to contact me at your convenience. Respectfully, DELTA ENGINEERS,
ARCHITECTS, & LAND SURVEYORS, DPC Stephen Prislupsky Director of Environmental Services Att: Project Paper Work “We are a seamless extension of our clients’ organizations” DELTA
ENGINEERS, ARCHITECTS, & LAND SURVEYORS, DPC Page 3 of 11 AN ISO 9001:2015 CERTIFIED COMPANY Attachment A Asbestos Bulk Sample Report Form Material Asbestos PLM Result TEM
Result Bulk Sample Description / Details Type Type % Asbestos % Asbestos 2019.003.316 - 01A 1 3 White 12" x 12" Floor Tile, Room 330 Miscellaneous ND ND ND 2019.003.316 - 01B 1 2 White
12" x 12" Floor Tile, Room 216 Miscellaneous ND ND ND 2019.003.316 - 02A 2 3 Grey 12" x 12" Floor Tile, Room 330 Miscellaneous ND ND ND 2019.003.316 - 02B 2 2 Grey 12" x 12" Floor Tile,
Room 216 Miscellaneous ND ND ND 2019.003.316 - 03A 3 3 Mastic from HA 01A Miscellaneous ND ND ND 2019.003.316 - 03B 3 2 Mastic from HA 02B Miscellaneous ND ND ND 2019.003.316 - 04A
4 3 Lab Top, Room 330 Miscellaneous ND ND NA 2019.003.316 - 04B 4 2 Lab Top, Room 216 Miscellaneous ND ND NA 2019.003.316 - 05A 5 3 Lab Top Mastic, Room 330 Miscellaneous ND ND ND 2019.003.316
- 05B 5 2 Lab Top Mastic, Room 216 Miscellaneous ND ND ND 2019.003.316 - 06A 6 3 Lab Top Seam Epoxy, Room 330 Miscellaneous ND ND ND 2019.003.316 - 06B 6 2 Lab Top Seam Epoxy, Room
330 Miscellaneous ND ND ND Asbestos Bulk Sample Report Form Building Code: 2000 Sample 860 Hooper Road, Endwell, NY 13760 Tel: 607.231.6600 Fax 607.231.66450 Client: Cornell University
Delta Proj. No.: 2019.003.316 Asbestos Inspector: Thomas Ferro HA* Number of Samples Analyzed: PLM - 14 / TEM - 12 Project: Duffield Hall Rooms 216 & 330 Lab Renovations Asbestos
Bulk Sampling Number www.delta-eas.com Floor Dates Sampling Performed: 07/01/2020 Date of Report: 07/08/2020 Laboratory: AmeriSci Labs Task Authorization No.: TA-321 / Work Order No.:
12715752 Number of Samples Collected: 14 Cornell University Duffield Hall Rooms 216 330 Lab Renovations Asbestos Bulk Sampling 1 of 2 Material Asbestos PLM Result TEM Result Bulk
Sample Description / Details Type Type % Asbestos % Asbestos Asbestos Bulk Sample Report Form Building Code: 2000 Sample 860 Hooper Road, Endwell, NY 13760 Tel: 607.231.6600 Fax 607.231.66450
Client: Cornell University Delta Proj. No.: 2019.003.316 Asbestos Inspector: Thomas Ferro HA* Number of Samples Analyzed: PLM - 14 / TEM - 12 Project: Duffield Hall Rooms 216 &
330 Lab Renovations Asbestos Bulk Sampling Number www.delta-eas.com Floor Dates Sampling Performed: 07/01/2020 Date of Report: 07/08/2020 Laboratory: AmeriSci Labs Task Authorization
No.: TA-321 / Work Order No.: 12715752 Number of Samples Collected: 14 2019.003.316 - 07A 7 3 Backsplash Mastic, Room 330 Miscellaneous ND ND ND 2019.003.316 - 07B 7 2 Backsplash Mastic,
Room 330 Miscellaneous ND ND ND HA - Homogenous Area ND - No Asbestos Detected NA - Not Analyzed by Methodology NA/PS - Not Analyzed, Positive Stop TSI -
Thermal System Insulation Misc - Miscellaneous Material Trace / < 1% - Non-asbestos by definition Cornell University Duffield Hall Rooms 216 330 Lab Renovations Asbestos
Bulk Sampling 2 of 2 “We are a seamless extension of our clients’ organizations” DELTA ENGINEERS, ARCHITECTS, & LAND SURVEYORS, DPC Page 4 of 11 AN ISO 9001:2015 CERTIFIED COMPANY
Attachment B Laboratory Analytical Result Sheets “We are a seamless extension of our clients’ organizations” DELTA ENGINEERS, ARCHITECTS, & LAND SURVEYORS, DPC Page 5 of
11 AN ISO 9001:2015 CERTIFIED COMPANY Attachment C Bulk Sample Location Drawings “We are a seamless extension of our clients’ organizations” DELTA ENGINEERS,
ARCHITECTS, & LAND SURVEYORS, DPC Page 6 of 11 AN ISO 9001:2015 CERTIFIED COMPANY Attachment D Photos “We are a seamless extension of our clients’
organizations” DELTA ENGINEERS, ARCHITECTS, & LAND SURVEYORS, DPC Page 7 of 11 AN ISO 9001:2015 CERTIFIED COMPANY HA 01 – 12” x 12” White Floor Tile, “No Asbestos Detected” HA
02 – 12” x 12” Grey Floor Tile, “No Asbestos Detected” “We are a seamless extension of our clients’ organizations” DELTA ENGINEERS, ARCHITECTS, & LAND SURVEYORS, DPC Page 8 of 11
AN ISO 9001:2015 CERTIFIED COMPANY HA 03 – Mastic from HA 01 & HA 02 12” x 12” Floor Tile, “No Asbestos Detected” HA 04 – Lab Top, “No Asbestos Detected” “We are a seamless extension
of our clients’ organizations” DELTA ENGINEERS, ARCHITECTS, & LAND SURVEYORS, DPC Page 9 of 11 AN ISO 9001:2015 CERTIFIED COMPANY HA 05 – Lab Top Mastic, “No Asbestos Detected”
HA 06 – Lab Top Seam Epoxy, “No Asbestos Detected” “We are a seamless extension of our clients’ organizations” DELTA ENGINEERS, ARCHITECTS, & LAND SURVEYORS, DPC Page 10 of 11 AN
ISO 9001:2015 CERTIFIED COMPANY HA 07 – Backsplash Mastic, “No Asbestos Detected” “We are a seamless extension of our clients’ organizations” DELTA ENGINEERS, ARCHITECTS, & LAND
SURVEYORS, DPC Page 11 of 11 AN ISO 9001:2015 CERTIFIED COMPANY Attachment E Licenses and Certifications New York State – Department of Labor Division of Safety and Health
License and Certificate Unit State Campus, Building 12 Albany, NY 12240 ASBESTOS HANDLING LICENSE Delta Engineers, Architects & Land Surveyors, D.P.C. 860 Hooper Road Endwell,
NY 13760 FILE NUMBER: 05-0851 LICENSE NUMBER: 29322 LICENSE CLASS: RESTRICTED DATE OF ISSUE: 08/28/2019 EXPIRATION DATE: 09/30/2020 Duly Authorized Representative – Stephen
Prislupsky: This license has been issued in accordance with applicable provisions of Article 30 of the Labor Law of New York State and of the New York State Codes, Rules and Regulations
(12 NYCRR Part 56). It is subject to suspension or revocation for a (1) serious violation of state, federal or local laws with regard to the conduct of an asbestos project, or (2)
demonstrated lack of responsibility in the conduct of any job involving asbestos or asbestos material. This license is valid only for the contractor named above and this license
or a photocopy must be prominently displayed at the asbestos project worksite. This license verifies that all persons employed by the licensee on an asbestos project in New York
State have been issued an Asbestos Certificate, appropriate for the type of work they perform, by the New York State Department of Labor. Eileen M. Franko, Director SH 432
(8/12) For the Commissioner of Labor CORNELL UNIVERSITY SECTION 01 35 43 Ithaca, New York GENERAL ENVIRONMENTAL REQUIREMENTS DUFFIELD HALL 330 GENERAL ENVIRONMENTAL 01 35 43-1 LAB
RENOVATIONS REQUIREMENTS September 4, 2020 SECTION 01 35 43 GENERAL ENVIRONMENTAL REQUIREMENTS 1.0 GENERAL 1.1 DESCRIPTION A. This Section and the listed Related Sections provides
minimum requirements for the protection of the environment during the project. The requirements of this Section shall apply to both Contractor and all tiers of sub-contractors involved
in the project. B. In addition to the requirements of this Section and the listed Related Sections, all laws and regulations by applicable local, state, and federal agencies shall apply
to the work of this contract. In some cases the requirements of these Specifications may by intention exceed such legal requirements, but in no case shall this Specification be interpreted
or understood to reduce or eliminate such requirements. C. Prior to bidding, review the entire Bidding Documents and report in writing to the Owner’s Representative any error, inconsistency,
or omission that may have environmental impacts. 1.2 RELATED SECTIONS A. Section 01 35 44 – Spill Control B. Section 01 35 45 – Refrigerant Compliance 1.3 SUBMITTALS A. Submit the
following in accordance with Section 01 33 00 – Submittals: 1. Analytical laboratory sample results and material Certifications for all imported soil and granular materials (“borrow”).
2. Contractor’s Waste Material Disposal Plan. 3. Weight tickets from the Borrow Material Supplier. 4. Proposed methods for dewatering and construction water management. 5. Analytical
laboratory sample results for all waste materials. 6. Copies of manifests for all waste materials disposed of off-site. 1.4 JOB SITE ADMINISTRATION A. In accordance with Article 2 of
the General Conditions, provide a competent supervisory representative with full authority to act for the Contractor at the site. CORNELL UNIVERSITY SECTION 01 35 43 Ithaca, New York
GENERAL ENVIRONMENTAL REQUIREMENTS DUFFIELD HALL 330 GENERAL ENVIRONMENTAL 01 35 43-2 LAB RENOVATIONS REQUIREMENTS September 4, 2020 B. If at any time operations under the representative’s
supervision do not comply with this Section, or the representative is otherwise unsatisfactory to the Owner, replace, if requested by the Owner, said representative with another representative
satisfactory to the Owner. There shall be no change in superintendent without the Owner's approval. C. Remove from the Work any employee of the Contractor or any Subcontractor when
so directed by the Owner. The Owner may request the removal of any employee who does not comply with these specifications. 1.5 NOISE AND VIBRATION A. Limit and control the nature and
extent of activities at all times to minimize the effects of noise and vibrations. Take adequate measures for keeping noise levels, as produced by construction related equipment, to
safe and tolerable limits as set forth by the Occupational Safety and Health Administration (OSHA), the New York State Industrial Code Guidelines and Ordinances and all City, Town and
Local ordinances. Equip all construction equipment presenting a potential noise nuisance with noise-muffling devices adequate to meet these requirements 1.6 DUST CONTROL A. Take adequate
measures for controlling dust produced by drilling, excavation, backfilling, loading, saw cutting or other means. The use of calcium chloride or petroleum-based materials for dust
control is prohibited. Dust control measures are required throughout the duration of construction. B. If, in the opinion of the Owner’s Representative, the Contractor is not adequately
controlling dust, the Owner will first notify the Contractor. If the Contractor does not take adequate actions necessary, the Owner may, at the Contractor’s expense, employ alternative
means to control dust. C. Erect, maintain, and remove when appropriate barriers or other devices, including mechanical ventilation systems, as required by the conditions of the work
for the protection of users of the project area, the protection of the work being done, or the containment of dust and debris. All such barriers or devices shall be provided in conformance
with all applicable codes, laws, and regulations including OSHA. 1.7 PROTECTION OF THE ENVIRONMENT A. Construction procedures observed by the Contractor, its subcontractors and other
employees shall include protection of the environment, in accordance with all pertinent Cornell standards, policies, local laws, executive orders, ordinances, and federal and state
regulations. Construction procedures that are prohibited in the undertaking of work associated with this Contract include, but are not limited to: 1. Dumping of spoil material or any
liquid or solid pollutant into any storm or sanitary sewer, drainage way, stream sewer, any wetlands (as defined by federal and state regulations), any surface waters, or at unspecified
locations. CORNELL UNIVERSITY SECTION 01 35 43 Ithaca, New York GENERAL ENVIRONMENTAL REQUIREMENTS DUFFIELD HALL 330 GENERAL ENVIRONMENTAL 01 35 43-3 LAB RENOVATIONS REQUIREMENTS
September 4, 2020 2. Indiscriminate, arbitrary, or capricious operation of equipment in any stream corridors, any wetlands, or any surface waters. 3. Pumping of any silt-laden water
from trenches or other excavations into any storm sewers, sanitary sewers, drainage ways, wetlands, or surface waters. 4. Damaging vegetation beyond the extent necessary for construction
of the facilities. 5. Disposal of trees, brush, and other debris in any location on University property, unless such areas are specifically identified on the drawing or in the specifications
or specifically approved by the Owner’s site representative. 6. Permanent or unspecified alteration of the flow line of a stream. 7. Burning trash, project debris, or waste materials.
B. Take all necessary precautions to prevent silt or waste of any kind from entering any drainage or waterways or downstream properties as a result of the Work. C. Runoff of potable
water used for concrete curing or concrete truck or chute cleaning operations shall not be allowed to reach the storm water system or open water due to the levels of residual chlorine
(New York State water quality standards, 6 NYCRR Part 703.5) and other potential contaminants. If necessary, obtain permission from the local sewer authority and collect and pump the
runoff to the sanitary sewer. D. Limit the nature and extent of any activities that could result in the release or discharge of pollutants. Report any such release or discharge immediately
to the Owner’s Representative and clean up spills immediately, as detailed in Section 01 35 44 – Spill Control Procedures. 1.8 TEMPORARY RE-ROUTING OF PIPING AND DUCTWORK A. Obtain
approval from the Owner’s Representative prior to any temporary re-routing of piping and exhaust ductwork necessary for the completion of the Work. Submit re-routing plans to the Owner’s
Representative in writing. The following shall require approval of the Owner: 1. Temporary storm, sanitary or water line connections. 2. Temporary exhaust ductwork connections where
such connections may impact air emissions. B. Instruct all personnel to observe extreme caution when working in the vicinity of mechanical equipment and piping. Personnel shall not
operate or tamper with any existing valves, switches, or other devices or equipment without prior approval by the Owner’s Representative. CORNELL UNIVERSITY SECTION 01 35 43 Ithaca,
New York GENERAL ENVIRONMENTAL REQUIREMENTS DUFFIELD HALL 330 GENERAL ENVIRONMENTAL 01 35 43-4 LAB RENOVATIONS REQUIREMENTS September 4, 2020 1.9 HAZARDOUS OR TOXIC MATERIALS A. Inform
officers, employees, agents, contractors, subcontractors at every tier, and any other party which may come into contact with any hazardous or toxic materials as a result of its performance
hereunder of the nature of such materials, and any health and safety or environmental risks associated therewith. B. Do not use hazardous or toxic materials in a manner that will
violate Cornell University Policies or any state, federal, or municipal environmental health and safety regulations. In situations where the risks are unclear consult with Environmental
Health and Safety (EH&S) for guidance. C. Provide complete care and treatment for any injury sustained by any parties coming into contact with any hazardous or toxic materials as
a result of Contractor’s performance or failure to perform hereunder. D. At the completion of project Contractor shall remove all unused chemical products and hazardous materials from
campus. Transportation of these materials shall be in accordance with all federal, state, and local regulations. Request and receive written approval from EH&S prior to disposal of
any on-site disposal. 1.10 DISPOSAL OF WASTE MATERIAL AND TITLE A. Prior to start of work and first payment, Contractor shall prepare and submit “Contractor Waste Material Disposal
Plan” to the Owner’s Representative. The plan shall identify the waste transportation and treatment, storage or disposal (TSD) companies which will manage all waste material and any
site(s) for disposal of the waste material. Contractor must use this form to document waste disposal methods and locations. B. The “Contractor Waste Material Disposal Plan” form, together
with definitions associated with the form waste descriptions. Forms may be downloaded at: https://app.e-builder.net/da2/daLanding.aspx?QS=42c7f90b59c44c08aa8b3b02e36fd09c C. Contractor
shall be responsible for the proper cleanup, containment, storage and disposal of any hazardous material/chemical spill occurring during its work. For Cornell University owned hazardous
waste EH&S will oversee, approve or effect the proper disposal. Title, risk of loss, and all other incidents of ownership to the Waste Material, shall vest in Contractor at the time
Contractor or any transporter acting on its behalf takes physical possession of Waste Material. Complete and maintain full records of the chain of custody and control, including certificates
of disposal or destruction, of all Waste Materials loaded, transported and/or disposed of. Deliver all such records to the Owner in accordance with applicable laws and regulations
and any instructions from the Owner in a timely manner and in any event prior to final payment(s) under this Contract. 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED ***END OF SECTION
01 35 43*** CORNELL UNIVERSITY SECTION 01 35 44 Ithaca, New York SPILL CONTROL DUFFIELD HALL 330 SPILL CONTROL 01 35 44-1 LAB RENOVATIONS September 4, 2020 SECTION 01 35 44 SPILL
CONTROL 1.0 GENERAL 1.1 SPILL PREVENTION A. In order to minimize the potential for discharge to the environment of oil, petroleum, or hazardous substances on site, the following requirements
shall apply to all projects: 1. All oil, petroleum, or hazardous materials stored or relocated temporarily on site during the construction process shall be stored in such a manner
as to provide protection from vehicular damage and to provide containment of leaks or spills. Horizontal diked oil storage tanks, temporary berms or barriers, or similar methods shall
be employed as appropriate at each site. 2. Any on-site filling or dispensing activities shall occur within an area in which a temporary berm, boom, or similar containment barrier has
been placed to prevent the inadvertent discharge to the environment of harmful quantities of any products. 3. All oil, petroleum, or hazardous materials stored on site shall be located
in such a manner as to minimize the potential of damage from construction operations or vehicles, away from drainage ways and environmentally sensitive areas, and in accordance with
all fire and safety codes. B. Remove immediately from the site any storage, dispensing, or operating equipment that is leaking oil or hazardous substances or is in anyway unsuitable
for the safe storage of such materials. 1.2 SPILL CONTROL PROCEDURES All Contractor personnel working at the project site shall be knowledgeable of the potential health and safety concerns
associated with petroleum and other hazardous substances that could potentially be released at the project site. Following are a list of activities that should be conducted by the
Contractor in the event of an oil/petroleum spill or the release of any other hazardous substance. In the event of a large quantity spill that would require cleanup procedures that
are beyond the means of the Contractor, an emergency spill cleanup contractor shall be hired by the Contractor. In the event the Contractor has the personnel necessary to clean up
the spill, the following procedures shall be followed: A. Personnel discovering/responding to a spill shall: 1. Identify and locate the source of the spill. If unsafe conditions exist,
leave the area, inform nearby personnel, notify the site supervisor, and initiate spill reporting (Section 1. 3). CORNELL UNIVERSITY SECTION 01 35 44 Ithaca, New York SPILL CONTROL
DUFFIELD HALL 330 SPILL CONTROL 01 35 44-2 LAB RENOVATIONS September 4, 2020 2. Limit the discharge of product, if safely possible, by: (1) diverting discharge to a containment area;
(2) creating temporary dikes with soils or other available materials; and (3) utilizing sorbent materials. If secondary containment is present, verify that valves and drains are closed
prior to diverting the product to this area. 3. The individual discovering a spill shall initiate containment procedures to prevent material from reaching a potential migratory route,
through implementation of the following actions, or any other methods necessary. Methods employed shall not compromise worker safety. a. Stop the spill at once (if possible). b. Extinguish
sources of ignition (e.g., flames, sparks, hot surfaces, cigarettes, etc.). c. Clear personnel from the spill location and rope off the area. d. Utilize available spill control equipment
in an effort to ensure that fires, explosions, and releases do not occur, recur, or spread. e. Use sorbent materials to control the spill at the source. f. Construct a temporary containment
dike of sorbent materials, cinder blocks, bricks, or other suitable materials to help contain the spill. g. Attempt to identify the character, exact source, amount, and area of the
released materials. Identification of the spilled material should be made as soon as possible so that the appropriate cleanup procedure can be identified. h. Assess possible hazards
to human health or the environment as a result of the release, fire, or explosion. i. If spill response measures involve the temporary cessation of any operations, the Contractor shall
monitor the affected equipment for: (1) leaks; (2) pressure buildup; (3) gas generation; or (4) ruptures in valves, pipes, or other equipment. B. Spill Cleanup: 1. Following containment
of the spill, the following spill cleanup procedures shall be initiated. a. Use proper waste containers. b. Remove bulk liquid by using vacuum, pump, sorbents, or shovel and place material
in properly labeled waste container. Be sure not to collect incompatible or reactive substances in the same container. c. Cleanup materials not reclaimed on-site shall be disposed
of in accordance with all applicable state and federal regulations. d. Apply sorbent materials to pick up remaining liquid after bulk liquid has been removed. The Contractor shall
not walk over spilled material. Absorbed material shall be picked up with a shovel and placed in a separate waste container, and shall not be mixed with bulk liquid. CORNELL UNIVERSITY
SECTION 01 35 44 Ithaca, New York SPILL CONTROL DUFFIELD HALL 330 SPILL CONTROL 01 35 44-3 LAB RENOVATIONS September 4, 2020 e. Clean spill control equipment and containers. Replace
equipment in its proper location. Restock or reorder any sorbents used to clean up the spill. f. Carefully wash spilled product from skin and clothing using soap. Change clothes,
if necessary, to avoid further contact with product. g. Disposal of all spilled product shall be made off-site, and shall be arranged through the Contractor. h. A Spill Report shall
be completed, including a description of the event. A sample Spill Documentation Form is provided in Appendix B. C. Fire or Explosion: 1. In the event of a fire or explosion at the
site, the Contractor shall: a. Verify that the local fire department and the appropriate response personnel (e.g., ambulance, police) have been notified. b. Report to the scene, if
safe to do so, and evaluate the situation (e.g., spill character, source, etc.). Coordinate, as necessary, with other appropriate site and emergency personnel. c. Ensure that people
are cleared from the area. d. Ensure that fires are safely extinguished (if possible), valves closed, and other immediate actions necessary to mitigate the emergency, if safe to do
so. e. Initiate responsible measures necessary to prevent subsequent fires, explosions, or releases from occurring or spreading to other areas of the site. These measures include stopping
processes or operations, collecting and containing released oil, or removing and isolating containers. f. Take appropriate action to monitor for: (1) leaks; (2) pressure build-ups;
(3) gas generation; or (4) ruptures in pipes, valves, or other equipment. CORNELL UNIVERSITY SECTION 01 35 44 Ithaca, New York SPILL CONTROL DUFFIELD HALL 330 SPILL CONTROL 01 35
44-4 LAB RENOVATIONS September 4, 2020 1.3 SPILL REPORTING AND DOCUMENTATION In the event of a spill CALL CORNELL POLICE AT 255-1111 who will notify the appropriate departments within
the university and coordinate with the contractor for external reporting, if required. The contractor shall be responsible for the initiation of spill reporting and documentation
procedures. All petroleum spills must be reported to NYSDEC Spill Hotline at 1-800- 457-7362, less than two hours following discovery. Notification must be made to Cornell Environmental
Health and Safety (EH&S), 607.255.8200, within 24 hours of reporting the release. The Contractor will be expected to provide EH&S with the DEC issued spill number. Any petroleum spill
must be reported to NYSDEC unless ALL of the following criteria apply: TABLE 1 CRITERIA TO EXEMPT SPILL REPORTING CRITERIA DESCRIPTION Quantity The spill must be known to be less
than 5 gallons. Containment The spill must be contained on an impervious surface or within an impervious structure, such that it cannot enter the environment. Control The spill must
be under control and not reach a drain or leave the impervious surface. Cleanup The spill must be cleaned-up within two hours of occurrence. Environment The spill must not have already
entered into the soil or groundwater or onto surface water. A release of a “reportable quantity”1 or unknown amount of a hazardous substance must also be immediately reported to NYSDEC
Spill Hotline. Spills of reportable quantities of chemicals or “harmful quantities”2 of oil to navigable waters must be reported to the federal National Response Center, 1-800-424-8802.
Spill Reporting Information: When making a telephone report, the caller should be prepared to provide the following information, if possible: 1. The date and time of the spill or release.
2. The identity or chemical name of the material released or spilled, including an indication of whether the material is defined as an extremely hazardous substance. 3. An estimate
of the quantity of material released or spilled into the environment and the approximate duration of the event. 4. The exact location of the spill, including the name(s) of the waters
involved or threatened, and/or other medium or media affected by the release or spill. 5. The source of the release or spill. 6. The name, address, and telephone number of the party
in charge of, or responsible for, the facility or activity associated with the release or spill. 7. The extent of the actual and potential water pollution. CORNELL UNIVERSITY SECTION
01 35 44 Ithaca, New York SPILL CONTROL DUFFIELD HALL 330 SPILL CONTROL 01 35 44-5 LAB RENOVATIONS September 4, 2020 8. The name and telephone number of the person in charge of operations
at the spill site. 9. The steps being taken or proposed to contain and cleanup the released or spilled material and any precautions taken to minimize impacts, including evacuation.
10. The extent of injuries, if any. 11. Any known or anticipated acute or chronic health risks associated with the emergency, and information regarding necessary medical attention for
exposed individuals. 12. Assistance required, if any. If the release of a hazardous substance or oil occurs in an amount which exceeds a reportable quantity (RQ) as defined in 40 CFR
Part 110, 40 CFR Part 117, 40 CFR Part 302, or 6 NYCRR Part 597, then the Contractor shall do the following: 1. Call to the National Response Center shall be made by the person in charge
of the site. The applicable phone numbers are 1-800-424-8802 or 1-202-426-2675. 2. Within 14 days of the release, submit a written description of the release. The description should
include: (1) a description of the release, (2) the type of material released, (3) estimated amount of the spill; (4) the date of the release, (5) an explanation of why the release occurred;
and (6) a description of the measures to be implemented to prevent and control future releases. (1)Reportable Quantity: A Reportable Quantity is the quantity of a hazardous substance
or oil that triggers reporting requirements under the Comprehensive Emergency Response, Compensation, and Liability Act (CERCLA) (USEPA, September 1992). While the Contractor is legally
responsible for knowing the risks of materials that are part of construction, members of the owner’s spill response team have access to information that may help identify these quantities
with you. (2)Harmful Quantity: A Harmful Quantity of oil includes discharges that violate applicable water quality standards; cause a film, sheen, or discoloration on a water surface
or adjoining shoreline; or cause a sludge or emulsion to be deposited beneath the water surface or shoreline (40 CFR 110.3). 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED ***END
OF SECTION 01 35 44*** CORNELL UNIVERSITY SECTION 01 35 45 Ithaca, New York REFRIGERANT COMPLIANCE DUFFIELD HALL 330 REFRIGERANT COMPLIANCE 01 35 45-1 LAB RENOVATIONS September 4,
2020 SECTION 01 35 45 REFRIGERANT COMPLIANCE 1.0 GENERAL 1.1 DESCRIPTION A. The Contractor shall be responsible and accountable for compliance with the EPA Clean Air Act (CAA) Section
608, 40 CFR Part 82 and any state or local codes for all refrigerant-related work. In general, an EPA-certified technician shall perform any activity involving refrigerant-containing
equipment that includes: (1) attaching and detaching hoses and gauges to and from refrigerant containing equipment to measure pressure; (2) adding refrigerant to, or removing refrigerant
from equipment; or (3) any other activity that violates the integrity of a refrigerant containing circuit (for example any activity where a refrigerant containing circuit is ‘opened’
in any manner). B. Refrigerant and oil shall be recovered from any equipment that does not meet the definition of a small appliance in 40CFR Part 82 Subpart F before removal and subsequent
disposal. Small appliances (as defined in 40CFR Part 82 Subpart F) may be removed from the site with the charge (refrigerant) intact, provided it is properly labeled and handled in
such a manner so as to prevent damage to coils. Small Appliances are defined in 40CFR Part 82 Subpart F as: Any appliance that is fully manufactured, charged, and hermetically sealed
in a factory with five (5) pounds or less of a Class I or Class II substance used as a refrigerant, including, but not limited to, refrigerators and freezers (designed for home, commercial,
or consumer use), medical or industrial research refrigeration equipment, room air conditioners (including window air conditioners and packaged terminal air heat pumps), dehumidifiers,
under-thecounter ice makers, vending machines, and drinking water coolers. C. All new equipment installed shall utilize non-CFC refrigerants. 1.2 SUBMITTALS A. Prior to starting construction,
demolition, or service work Contractor shall provide to Owner a list of all service technicians with EPA certification numbers and level of certification. (Copies of EPA certification
cards are acceptable for those who will be working on the site.) 1.3 RECORD DOCUMENTS A. Contractor shall provide to the Owners Representative all Service Invoices (or equivalent service
documentation acceptable to owner) for all work performed by EPA- certified Technicians. Service Invoices (or equivalent documentation) shall include the following information at a
minimum for each piece of refrigerant containing equipment serviced: • Date of Service • Name of EPA-Certified Technician • Technicians Certification Level • Type of Equipment Serviced
• Equipment Manufacture CORNELL UNIVERSITY SECTION 01 35 45 Ithaca, New York REFRIGERANT COMPLIANCE DUFFIELD HALL 330 REFRIGERANT COMPLIANCE 01 35 45-2 LAB RENOVATIONS September
4, 2020 • Equipment Model and Serial Number • Description of Service Performed • Date Leak Discovered (if applicable) • Date Leak Repaired (if applicable) • Date Follow-Up Leak Test
Performed (if applicable) • Type of Refrigerant • Normal System Full Charge (in pounds) • Amount of Initial Refrigerant Charge Recovered During Service • Amount of Recovered Refrigerant
Returned to System • Type of Additional Refrigerant Added to System • Amount of Additional Refrigerant Charged to System • System Charge at End of Service B. Contractor shall provide
to Cornell’s Environmental Health and Safety Office and IPP Facilities Management Administration Preventative Maintenance Group, via the Owner’s Representative, complete equipment documentation
including: make, model number, serial number, refrigerant type and full refrigerant charge (quantity), equipment ID tag number and location (room number) for all equipment installed
that does not meet the definition of a small appliance (40CFR Part 82). C. Contractor shall provide Owners Representative a copy of complete manifests, invoices, or other documentation
showing any refrigerant removed from the project by the contractor was disposed of appropriately or reclaimed by an EPA-certified reclaimer. 2.0 PRODUCTS – NOT USED 3.0 EXECUTION 3.1
LEAK TESTING A. All new equipment not meeting the definition of a small appliance, including packaged equipment, factory charged, field charged, split systems or field-constructed systems
with field-installed refrigerant piping shall be leak tested prior to or during startup. Leak testing shall utilize appropriate electronic leak-testing equipment. B. Leak testing shall
be conducted by an EPA-certified technician. The contractor shall provide written verification of the leak testing and results. C. If a leak is detected, the following procedure shall
be followed: 1. Notify the Owner’s Site Representative (who will notify the Refrigerant Compliance Coordinator). 2. Document the leak. 3. Repair the leak. 4. Document the procedures
followed. CORNELL UNIVERSITY SECTION 01 35 45 Ithaca, New York REFRIGERANT COMPLIANCE DUFFIELD HALL 330 REFRIGERANT COMPLIANCE 01 35 45-3 LAB RENOVATIONS September 4, 2020 5. Leak
test to verify the leak was repaired. 6. Schedule and provide a 30-day follow-up verification leak test witnessed by a designated HVAC technician. 7. Document follow-up leak testing.
8. Repeat the above process if follow-up leak is detected. 3.2 DEMOLITION PROCEDURE FOR EQUIPMENT REMOVED BY CONTRACTOR A. The Contractor, in contractor-provided refrigerant recovery
cylinders, shall take ownership of the recovered refrigerant and transport off site to a proper disposal company or certified reclaimer. B. Service Invoices, as described in RECORD
DOCUMENTS, shall be provided. C. The Contractor technician shall tag the unit that the refrigerant was removed. D. Once an EPA-certified technician has removed the refrigerant and tagged
the unit, a noncertified person may perform the remainder of the demolition. ***END OF SECTION 01 35 45*** CORNELL UNIVERSITY SECTION 01 41 00 Ithaca, New York REGULATORY REQUIREMENTS
DUFFIELD HALL 330 REGULATORY REQUIREMENTS 01 41 00-1 LAB RENOVATIONS September 4, 2020 SECTION 01 41 00 REGULATORY REQUIREMENTS 1.0 GENERAL 1.1 PERMITS AND LICENSES A. The Contractor
shall obtain, maintain and pay for all permits and licenses necessary for the execution of the Work and for the use of such Work when completed. Such permits shall include but are
not limited to building, electrical, plumbing, backflow prevention, dig safe, fill, street use and building demolition. 1. City of Ithaca building permit applications shall be presented
for review at the regularly scheduled Owner’s meeting with the Authority Having Jurisdiction (AHJ). B. For any projects which include demolition of a structure or load-bearing elements
of a structure, the Contractor is required to complete a “Notification of Demolition and Renovation” and provide this notification to the United State Environmental Protection Agency
(EPA) in advance of the work as specified in 40 CFR 61.145. The Contractor shall also provide a copy of this notification to the Owner’s Representative prior to any demolition. C.
All Construction / Building / Hot Work and Occupancy permits shall be issued and maintained through the City of Ithaca, at no cost to the Contractor. D. Ithaca Fire Department Permitting:
1. A permit is required from the Ithaca Fire Department to install or substantially repair a fire suppression, fire detection, or fire alarm system as such as defined under the Uniform
Code of New York State. 2. If the scope of work is classified under the Existing Building Code of NYS as Alteration –Level 1; Alteration – Level 2; Alteration – Level 3; or Addition;
a permit from the Ithaca Fire Department is required for all work affecting the fire suppression, fire detection, or fire alarm system for that building. A building permit is also
required for this type of work. 3. Work classified as a ‘Repair’ under the Existing Building Code of NYS does not require a permit from the Ithaca Fire Department. 1.2 INSPECTIONS A.
Apply for and obtain all required inspections, pay all fees and charges for same, include all service charges, pavement cuts and repairs. 1.3 COMPLIANCE A. The Contractor shall give
all notices, pay all fees and comply with all laws, rules and regulations applicable to the Work. CORNELL UNIVERSITY SECTION 01 41 00 Ithaca, New York REGULATORY REQUIREMENTS DUFFIELD
HALL 330 REGULATORY REQUIREMENTS 01 41 00-2 LAB RENOVATIONS September 4, 2020 1.4 OWNER’S REQUIREMENTS A. The Contractor, Subcontractors, and employees of the Contractor and Subcontractors
shall comply with all regulations governing conduct, access to the premises, operation of equipment and systems, and conduct while in or near the premises and shall perform the Work
in such a manner as not to unreasonably interrupt or interfere with the conduct of business of the Owner. B. Upon completion of the project, the Contractor agrees to provide the Owner
with a summary of municipal permit fees paid. This shall include the name of the permits secured, the permit fees paid by the Contractor and a copy of the permit. If no permit fees
were required, the Contractor shall so state, in writing, upon completion of the project. 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED ***END OF SECTION 01 41 00*** CORNELL UNIVERSITY
SECTION 01 42 00 Ithaca, New York REFERENCES DUFFIELD HALL 330 REFERENCES 01 42 00-1 LAB RENOVATIONS September 4, 2020 SECTION 01 42 00 REFERENCES 1.0 GENERAL 1.1 INTENT OF CONTRACT
DOCUMENTS A. Notes or instructions shown on any one Drawing, apply where applicable, to all other Drawings. B. All references to codes, specifications and standards referred to in the
Specification Sections and on the Drawings shall mean, and are intended to be, the latest edition, amendment and/or revision of such reference standard in effect as of the date of these
Contract Documents. C. Install All Work in Compliance with: 1. NYS Uniform Code a. International Building Code b. International Residential Code c. International Existing Building Code
d. International Fire Code e. International Plumbing Code f. International Mechanical Code g. International Fuel Gas Code h. International Property Maintenance Code i. Uniform Code
Supplement 2. NYS Energy Code a. International Energy Conservation Code b. ASHRAE 90.1 c. Energy Code Supplement 3. National Electric Code 4. Occupational Safety and Health Administration
(OSHA). 5. Life Safety Code NFPA 101. 6. All local ordinances 7. Plans and Specifications in excess of code requirements and not contrary to same. CORNELL UNIVERSITY SECTION 01 42 00
Ithaca, New York REFERENCES DUFFIELD HALL 330 REFERENCES 01 42 00-2 LAB RENOVATIONS September 4, 2020 1.2 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including
General and other Division 1 Specification Sections, apply to this Section. 1.3 DEFINITIONS A. “General”: Basic Contract definitions are included in the Conditions of the Contract.
B. “Contract Documents”: The Contract Documents consist of the Agreement between Owner and Contractor, General Conditions, General Requirements, Drawings, Specifications, addenda issued
before execution of the Agreement, other documents listed in the Agreement, and modifications issued after execution of the Agreement. C. “The Contract”: The Contract Documents form
the Contract for construction and represent the entire integrated Agreement between the Owner and Contractor. D. “The Work”: The work comprises the completed construction required
by the Contract Documents and includes all labor necessary to produce such construction and all materials and equipment incorporated in such construction. E. “Owner”: Cornell University
a New York corporation. F. “Architect/Engineer”: The Architect or Engineer is the person lawfully licensed to practice architecture and/or engineering in the state of New York, identified
as such in the Owner Contractor Agreement, and is referred to throughout the Contract Documents as if singular in number. The terms Architect and/or Engineer mean the Architect and/or
his authorized representative. G. “Contractor”: The Contractor, person, firm, or corporation with whom the Construction Agreement contract is made by Owner. H. “Subcontractor”: A
person, firm, or corporation, supplying labor and/or materials for work at site of the project for and under separate contract or agreement with Contractor. I. “As Approved” or “Approved”:
Architect’s or Owner’s approval. J. “As Directed”: Owner’s direction or instruction. Other terms including "requested," "authorized," "selected," "required," and "permitted" have
the same meaning as "directed." K. “Indicated”: Requirements expressed by graphic representations or in written form on Drawings, in Specifications, and in other Contract Documents.
Other terms including "shown," "noted," "scheduled," and "specified" have the same meaning as “indicated.” L. “Regulations”: Laws, ordinances, statutes, and lawful orders issued by
authorities having jurisdiction, and rules, conventions, and agreements within the construction industry that control performance of the Work. M. “Furnish”: Supply and deliver to Project
site, ready for unloading, unpacking, assembly, installation, and similar operations. CORNELL UNIVERSITY SECTION 01 42 00 Ithaca, New York REFERENCES DUFFIELD HALL 330 REFERENCES
01 42 00-3 LAB RENOVATIONS September 4, 2020 N. "Install": Operations at Project site including unloading, temporarily storing, unpacking, assembling, erecting, placing, anchoring,
applying, working to dimension, finishing, curing, protecting, cleaning, and similar operations. O. “Reinstall”. To place back into a former position. P. “Replace”. Provide a substitute
for. Q. “Provide”: Furnish and install, complete and ready for the intended use. R. “Concealed’: Work installed in pipe shafts, chases or recesses, behind furred walls, above ceilings,
either permanent or removable. S. “Exposed”: All capital Work not identified as concealed. T. “Project Site”: Space available for performing construction activities. The extent of
Project site is shown on Drawings and may or may not be identical with the description of the land on which Project is to be built. U. “As-Built Documents”: Drawings and other records
that are maintained by the Contractor to record all conditions which exist when the building construction is completed. This includes both the elements of the project itself and existing
elements that are encountered during the course of project construction. V. “Record Drawings”: Shows construction changes in the project and the final location of all services, lines,
outlets, and connections including underground and concealed items. The “record” drawings shall be compiled by the Architect based on the working as-built drawings and revised in accordance
with the marked up drawings submitted by the Contractor. W. “Shop Drawings”: Drawings, diagrams, illustrations, charts, brochures, and other data that are prepared by Contractor
or any Subcontractor, manufacturer, supplier or distributor, for some portion of the work. X. “Samples”: Physical examples furnished to illustrate materials, equipment or workmanship,
and to establish standards by which the work will be judged. Y. “General Conditions”: The standardized contractual provisions describing the responsibilities, rights and relationships
of the Owner and Contractor under the construction contract. Z. “Contract Limit Lines”: A limit line or perimeter line established on the drawings or elsewhere in the contract documents
defining the boundaries of the site available to the contractor for construction purposes. AA. "to do", "provide", "furnish", "install", etc., in these Specifications or on Drawings
are directions given to the Contractor; CORNELL UNIVERSITY SECTION 01 42 00 Ithaca, New York REFERENCES DUFFIELD HALL 330 REFERENCES 01 42 00-4 LAB RENOVATIONS September 4, 2020
1.4 OWNER AGREEMENTS A. Cornell University and the Tompkins-Cortland Counties Building Trades Council, Maintenance Division have entered into an agreement. The local unions which are
members of the Tompkins-Cortland Counties Building Trades Council, Maintenance Division are as follows: Local #241 - International Brotherhood of Electrical Workers Local #267 - United
Association of Plumbers and Steamfitters Local #281 - United Brotherhood of Carpenters Local #3NY - International Union of Bricklayers and Allied Craftworkers Local #178 - International
Union of Painters and Allied Trades Local #112 - International Brotherhood of Sheetmetal Workers Local #785 - Laborers International Union of North America The definition of craft
maintenance as applied to this agreement shall be as follows: All work associated with the demolition, repair, replacement, improvement to or construction of equipment, buildings,
structures, utilities, and/or system or components thereof. Craft maintenance for trades assistants shall be limited to work assigned to individuals employed as building trade laborers
and which directly assists the craft work performed by other employees covered by this agreement; the Employer is free to assign such work; provided, however, such assignment does not
fall within the craft performed by other employees covered by this agreement. 1.5 INDUSTRY STANDARDS A. Applicability of Standards: Unless the Contract Documents include more stringent
requirements, applicable construction industry standards have the same force and effect as if bound or copied directly into the Contract Documents to the extent referenced. Such standards
are made a part of the Contract Documents by reference. B. Publication Dates: Comply with standards in effect as of date of the Contract Documents unless otherwise indicated. C. Copies
of Standards: Each entity engaged in construction on Project should be familiar with industry standards applicable to its construction activity. Copies of applicable standards are
not bound with the Contract Documents. 1. Where copies of standards are needed to perform a required construction activity, obtain copies directly from publication source. D. Abbreviations
and Acronyms for Standards and Regulations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the organizations
responsible for the standards and regulations in the following list. Names, telephone numbers, and Web sites are subject to change and are believed to be accurate and up-to-date as
of the date of the Contract Documents. CORNELL UNIVERSITY SECTION 01 42 00 Ithaca, New York REFERENCES DUFFIELD HALL 330 REFERENCES 01 42 00-5 LAB RENOVATIONS September 4, 2020
ADAAG Americans with Disabilities Act (ADA) (800) 872-2253 Architectural Barriers Act (ABA) (202) 272-0080 Accessibility Guidelines for Buildings and Facilities Available from Access
Board www.access-board.gov CFR Code of Federal Regulations (866) 512-1800 Available from Government Printing Office (202) 512-1800 www.gpoaccess.gov/cfr/index.html FS Federal
Specification (215) 697-6257 Available from Department of Defense Single Stock Point http://dodssp.daps.dla.mil Available from Defense Standardization Program www.dps.dla.mil
Available from General Services Administration (202) 619-8925 www.gsa.gov Available from National Institute of Building Sciences (202) 289-7800 www.nibs.org UFAS Uniform
Federal Accessibility Standards (800) 872-2253 Available from Access Board (202) 272-0080 www.access-board.gov 1.6 ABBREVIATIONS AND ACRONYMS A. Industry Organizations: Where
abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. Names, telephone numbers,
and Web sites are subject to change and are believed to be accurate and up-to-date as of the date of the Contract Documents. AA Aluminum Association, Inc. (The) (703) 358-2960 www.aluminum.org
AAADM American Association of Automatic Door Manufacturers (216) 241-7333 www.aaadm.com AABC Associated Air Balance Council (202) 737-0202 www.aabchq.com AAMA American
Architectural Manufacturers Association (847) 303-5664 www.aamanet.org AASHTO American Association of State Highway and (202) 624-5800 Transportation Officials www.transportation.org
CORNELL UNIVERSITY SECTION 01 42 00 Ithaca, New York REFERENCES DUFFIELD HALL 330 REFERENCES 01 42 00-6 LAB RENOVATIONS September 4, 2020 AATCC American Association of Textile
Chemists and Colorists (The) (919) 549-8141 www.aatcc.org ABAA Air Barrier Association of America (866) 956-5888 www.airbarrier.org ABMA American Bearing Manufacturers Association
(202) 367-1155 www.abma-dc.org ACI ACI International (248) 848-3700 (American Concrete Institute) www.aci-int.org ACPA American Concrete Pipe Association (972) 506-7216
www.concrete-pipe.org AEIC Association of Edison Illuminating Companies, Inc. (The) (205) 257-2530 www.aeic.org AF&PA American Forest & Paper Association (800) 878-8878 www.afandpa.org
(202) 463-2700 AGA American Gas Association (202) 824-7000 www.aga.org AGC Associated General Contractors of America (The) (703) 548-3118 www.agc.org AHAM Association of
Home Appliance Manufacturers (202) 872-5955 www.aham.org AI Asphalt Institute (859) 288-4960 www.asphaltinstitute.org AIA American Institute of Architects (The) (800) 242-3837
www.aia.org (202) 626-7300 AISC American Institute of Steel Construction (800) 644-2400 www.aisc.org (312) 670-2400 AISI American Iron and Steel Institute (202) 452-7100 www.steel.org
AITC American Institute of Timber Construction (303) 792-9559 www.aitc-glulam.org ALCA Associated Landscape Contractors of America (Now PLANET - Professional Landcare Network)
ALSC American Lumber Standard Committee, Incorporated (301) 972-1700 www.alsc.org CORNELL UNIVERSITY SECTION 01 42 00 Ithaca, New York REFERENCES DUFFIELD HALL 330 REFERENCES
01 42 00-7 LAB RENOVATIONS September 4, 2020 AMCA Air Movement and Control Association International, Inc. (847) 394-0150 www.amca.org ANSI American National Standards Institute
(202) 293-8020 www.ansi.org AOSA Association of Official Seed Analysts, Inc. (505) 522-1437 www.aosaseed.com APA APA - The Engineered Wood Association (253) 565-6600 www.apawood.org
APA Architectural Precast Association (239) 454-6989 www.archprecast.org API American Petroleum Institute (202) 682-8000 www.api.org ARI Air-Conditioning & Refrigeration
Institute (703) 524-8800 www.ari.org ARMA Asphalt Roofing Manufacturers Association (202) 207-0917 www.asphaltroofing.org ASCE American Society of Civil Engineers (800) 548-2723
www.asce.org (703) 295-6300 ASHRAE American Society of Heating, Refrigerating and (800) 527-4723 Air-Conditioning Engineers (404) 636-8400 www.ashrae.org ASME ASME International
(800) 843-2763 (The American Society of Mechanical Engineers International) (973) 882-1170 www.asme.org ASSE American Society of Sanitary Engineering (440) 835-3040 www.asse-plumbing.org
ASTM ASTM International (610) 832-9585 (American Society for Testing and Materials International) www.astm.org AWI Architectural Woodwork Institute (800) 449-8811 www.awinet.org
(703) 733-0600 AWPA American Wood-Preservers' Association (334) 874-9800 www.awpa.com AWS American Welding Society (800) 443-9353 www.aws.org (305) 443-9353 CORNELL UNIVERSITY
SECTION 01 42 00 Ithaca, New York REFERENCES DUFFIELD HALL 330 REFERENCES 01 42 00-8 LAB RENOVATIONS September 4, 2020 AWWA American Water Works Association (800) 926-7337 www.awwa.org
(303) 794-7711 BHMA Builders Hardware Manufacturers Association (212) 297-2122 www.buildershardware.com BIA Brick Industry Association (The) (703) 620-0010 www.bia.org
BICSI BICSI (800) 242-7405 www.bicsi.org (813) 979-1991 BISSC Baking Industry Sanitation Standards Committee (866) 342-4772 www.bissc.org CCC Carpet Cushion Council (203) 637-1312
www.carpetcushion.org CDA Copper Development Association (800) 232-3282 www.copper.org (212) 251-7200 CGA Compressed Gas Association (703) 788-2700 www.cganet.com CIMA
Cellulose Insulation Manufacturers Association (888) 881-2462 www.cellulose.org (937) 222-2462 CISCA Ceilings & Interior Systems Construction Association (630) 584-1919 www.cisca.org
CISPI Cast Iron Soil Pipe Institute (423) 892-0137 www.cispi.org CLFMI Chain Link Fence Manufacturers Institute (301) 596-2583 www.chainlinkinfo.org CPA Composite Panel
Association (301) 670-0604 www.pbmdf.com CPPA Corrugated Polyethylene Pipe Association (800) 510-2772 www.cppa-info.org (202) 462-9607 CRI Carpet & Rug Institute (The) (800)
882-8846 www.carpet-rug.com (706) 278-3176 CRSI Concrete Reinforcing Steel Institute (847) 517-1200 www.crsi.org CSI Cast Stone Institute (770) 972-3011 www.caststone.org
CORNELL UNIVERSITY SECTION 01 42 00 Ithaca, New York REFERENCES DUFFIELD HALL 330 REFERENCES 01 42 00-9 LAB RENOVATIONS September 4, 2020 CSI Construction Specifications Institute
(The) (800) 689-2900 www.csinet.org (703) 684-0300 CSSB Cedar Shake & Shingle Bureau (604) 820-7700 www.cedarbureau.org CTI Cooling Technology Institute (281) 583-4087 www.cti.org
DHI Door and Hardware Institute (703) 222-2010 www.dhi.org EIA Electronic Industries Alliance (703) 907-7500 www.eia.org EIMA EIFS Industry Members Association (800) 294-3462
www.eima.com (770) 968-7945 EJCDC Engineers Joint Contract Documents Committee (703) 295-5000 www.ejdc.org EJMA Expansion Joint Manufacturers Association, Inc. (914) 332-0040
www.ejma.org ESD ESD Association (315) 339-6937 www.esda.org FMG FM Global (401) 275-3000 www.fmglobal.com FSA Fluid Sealing Association (610) 971-4850 www.fluidsealing.com
FSC Forest Stewardship Council 49 228 367 66 0 www.fsc.org GA Gypsum Association (202) 289-5440 www.gypsum.org GANA Glass Association of North America (785) 271-0208
www.glasswebsite.com GS Green Seal (202) 872-6400 www.greenseal.org GSI Geosynthetic Institute (610) 522-8440 www.geosynthetic-institute.org HI Hydraulic Institute (888)
786-7744 www.pumps.org (973) 267-9700 CORNELL UNIVERSITY SECTION 01 42 00 Ithaca, New York REFERENCES DUFFIELD HALL 330 REFERENCES 01 42 00-10 LAB RENOVATIONS September 4, 2020
HI Hydronics Institute (908) 464-8200 www.gamanet.org HPVA Hardwood Plywood & Veneer Association (703) 435-2900 www.hpva.org HPW H. P. White Laboratory, Inc. (410) 838-6550
www.hpwhite.com IBR Institute of Boiler & Radiation Manufacturers ICEA Insulated Cable Engineers Association, Inc. (770) 830-0369 www.icea.net ICRI International Concrete
Repair Institute, Inc. (847) 827-0830 www.icri.org IEC International Electrotechnical Commission 41 22 919 02 11 www.iec.ch IEEE Institute of Electrical and Electronics Engineers,
Inc. (The) (212) 419-7900 www.ieee.org IESNA Illuminating Engineering Society of North America (212) 248-5000 www.iesna.org IEST Institute of Environmental Sciences and Technology
(847) 255-1561 www.iest.org IGCC Insulating Glass Certification Council (315) 646-2234 www.igcc.org IGMA Insulating Glass Manufacturers Alliance (613) 233-1510 www.igmaonline.org
ILI Indiana Limestone Institute of America, Inc. (812) 275-4426 www.iliai.com ISO International Organization for Standardization 41 22 749 01 11 www.iso.ch Available
from ANSI (202) 293-8020 www.ansi.org ISSFA International Solid Surface Fabricators Association (877) 464-7732 www.issfa.net (702) 567-8150 ITS Intertek (800) 345-3851 www.intertek.com
(713) 407-3500 CORNELL UNIVERSITY SECTION 01 42 00 Ithaca, New York REFERENCES DUFFIELD HALL 330 REFERENCES 01 42 00-11 LAB RENOVATIONS September 4, 2020 ITU International Telecommunication
Union 41 22 730 51 11 www.itu.int/home KCMA Kitchen Cabinet Manufacturers Association (703) 264-1690 www.kcma.org LMA Laminating Materials Association (Now part of CPA)
LPI Lightning Protection Institute (800) 488-6864 www.lightning.org (804) 314-8955 MBMA Metal Building Manufacturers Association (216) 241-7333 www.mbma.com MFMA Maple
Flooring Manufacturers Association, Inc. (847) 480-9138 www.maplefloor.org MFMA Metal Framing Manufacturers Association (312) 644-6610 www.metalframingmfg.org MHIA Material
Handling Industry of America (800) 345-1815 www.mhia.org (704) 676-1190 MIA Marble Institute of America (440) 250-9222 www.marble-institute.com MPI Master Painters Institute
(888) 674-8937 www.paintinfo.com MSS Manufacturers Standardization Society of The Valve and (703) 281-6613 Fittings Industry Inc. www.mss-hq.com NAAMM National Association
of Architectural Metal Manufacturers (312) 332-0405 www.naamm.org NACE NACE International (800) 797-6623 (National Association of Corrosion Engineers International) (281) 228-6200
www.nace.org NADCA National Air Duct Cleaners Association (202) 737-2926 www.nadca.com NAIMA North American Insulation Manufacturers Association (703) 684-0084 www.naima.org
NBGQA National Building Granite Quarries Association, Inc. (800) 557-2848 www.nbgqa.com CORNELL UNIVERSITY SECTION 01 42 00 Ithaca, New York REFERENCES DUFFIELD HALL 330
REFERENCES 01 42 00-12 LAB RENOVATIONS September 4, 2020 NCAA National Collegiate Athletic Association (The) (317) 917-6222 www.ncaa.org NCMA National Concrete Masonry Association
(703) 713-1900 www.ncma.org NCPI National Clay Pipe Institute (262) 248-9094 www.ncpi.org NCTA National Cable & Telecommunications Association (202) 775-3550 www.ncta.com
NEBB National Environmental Balancing Bureau (301) 977-3698 www.nebb.org NECA National Electrical Contractors Association (301) 657-3110 www.necanet.org NeLMA Northeastern
Lumber Manufacturers' Association (207) 829-6901 www.nelma.org NEMA National Electrical Manufacturers Association (703) 841-3200 www.nema.org NETA International Electrical
Testing Association (888) 300-6382 www.netaworld.org (303) 697-8441 NFHS National Federation of State High School Associations (317) 972-6900 www.nfhs.org NFPA NFPA (800) 344-3555
(National Fire Protection Association) (617) 770-3000 www.nfpa.org NFRC National Fenestration Rating Council (301) 589-1776 www.nfrc.org NGA National Glass Association (866)
342-5642 www.glass.org (703) 442-4890 NHLA National Hardwood Lumber Association (800) 933-0318 www.natlhardwood.org (901) 377-1818 NLGA National Lumber Grades Authority (604)
524-2393 www.nlga.org NOFMA NOFMA: The Wood Flooring Manufacturers Association (901) 526-5016 www.nofma.org NRCA National Roofing Contractors Association (800) 323-9545
www.nrca.net (847) 299-9070 CORNELL UNIVERSITY SECTION 01 42 00 Ithaca, New York REFERENCES DUFFIELD HALL 330 REFERENCES 01 42 00-13 LAB RENOVATIONS September 4, 2020 NRMCA National
Ready Mixed Concrete Association (888) 846-7622 www.nrmca.org (301) 587-1400 NSF NSF International (800) 673-6275 (National Sanitation Foundation International) (734) 769-8010
www.nsf.org NSSGA National Stone, Sand & Gravel Association (800) 342-1415 www.nssga.org (703) 525-8788 NTMA National Terrazzo & Mosaic Association, Inc. (The) (800) 323-9736
www.ntma.com (540) 751-0930 NYBFU New York Board of Fire Underwriters (212) 227-3700 www.nybfu.org PCI Precast/Prestressed Concrete Institute (312) 786-0300 www.pci.org
PDCA Painting & Decorating Contractors of America (800) 332-7322 www.pdca.com (314) 514-7322 PDI Plumbing & Drainage Institute (800) 589-8956 www.pdionline.org (978) 557-0720
PGI PVC Geomembrane Institute (217) 333-3929 http://pgi-tp.ce.uiuc.edu PLANET Professional Landcare Network (800) 395-2522 www.landcarenetwork.org PTI Post-Tensioning Institute
(602) 870-7540 www.post-tensioning.org RCSC Research Council on Structural Connections (800) 644-2400 www.boltcouncil.org (312) 670-2400 RFCI Resilient Floor Covering Institute
(301) 340-8580 www.rfci.com RIS Redwood Inspection Service (888) 225-7339 www.calredwood.org (415) 382-0662 SAE SAE International (877) 606-7323 www.sae.org (724) 776-4841
SBI Steel Boiler Institute SDI Steel Deck Institute (847) 458-4647 www.sdi.org CORNELL UNIVERSITY SECTION 01 42 00 Ithaca, New York REFERENCES DUFFIELD HALL 330 REFERENCES
01 42 00-14 LAB RENOVATIONS September 4, 2020 SDI Steel Door Institute (440) 899-0010 www.steeldoor.org SEFA Scientific Equipment and Furniture Association (516) 294-5424 www.sefalabs.com
SGCC Safety Glazing Certification Council (315) 646-2234 www.sgcc.org SIA Security Industry Association (703) 683-2075 www.siaonline.org SJI Steel Joist Institute (843)
626-1995 www.steeljoist.org SMA Screen Manufacturers Association (561) 533-0991 www.smacentral.org SMACNA Sheet Metal and Air Conditioning Contractors' (703) 803-2980 National
Association www.smacna.org SMPTE Society of Motion Picture and Television Engineers (914) 761-1100 www.smpte.org SPFA Spray Polyurethane Foam Alliance (800) 523-6154 www.sprayfoam.org
SPIB Southern Pine Inspection Bureau (The) (850) 434-2611 www.spib.org SPRI Single Ply Roofing Industry (781) 647-7026 www.spri.org SSINA Specialty Steel Industry of North
America (800) 982-0355 www.ssina.com (202) 342-8630 SSPC SSPC: The Society for Protective Coatings (877) 281-7772 www.sspc.org (412) 281-2331 STI Steel Tank Institute (847)
438-8265 www.steeltank.com SWI Steel Window Institute (216) 241-7333 www.steelwindows.com SWRI Sealant, Waterproofing, & Restoration Institute (816) 472-7974 www.swrionline.org
CORNELL UNIVERSITY SECTION 01 42 00 Ithaca, New York REFERENCES DUFFIELD HALL 330 REFERENCES 01 42 00-15 LAB RENOVATIONS September 4, 2020 TCA Tile Council of America, Inc.
(864) 646-8453 www.tileusa.com TIA/EIA Telecommunications Industry Association/Electronic (703) 907-7700 Industries Alliance www.tiaonline.org TMS The Masonry Society (303)
939-9700 www.masonrysociety.org TPI Truss Plate Institute, Inc. (703) 683-1010 www.tpinst.org TPI Turfgrass Producers International (847) 649-5555 www.turfgrasssod.org
TRI Tile Roofing Institute (312) 670-4177 www.tileroofing.org UFPO Underground Facilities Protective Organization (800) 962-7962 www.ufpo.org (800) 962-7811 UL Underwriters
Laboratories Inc. (877) 854-3577 www.ul.com (847) 272-8800 UNI Uni-Bell PVC Pipe Association (972) 243-3902 www.uni-bell.org USGBC U.S. Green Building Council (202) 828-7422
www.usgbc.org WASTEC Waste Equipment Technology Association (800) 424-2869 www.wastec.org (202) 244-4700 WCSC Window Covering Safety Council (800) 506-4636 www.windowcoverings.org
WDMA Window & Door Manufacturers Association (800) 223-2301 www.wdma.com WI Woodwork Institute (916) 372-9943 www.wicnet.org WMMPA Wood Moulding & Millwork Producers Association
(800) 550-7889 www.wmmpa.com (530) 661-9591 WSRCA Western States Roofing Contractors Association (800) 725-0333 www.wsrca.com (650) 570-5441 WWPA Western Wood Products Association
(503) 224-3930 www.wwpa.org CORNELL UNIVERSITY SECTION 01 42 00 Ithaca, New York REFERENCES DUFFIELD HALL 330 REFERENCES 01 42 00-16 LAB RENOVATIONS September 4, 2020 B. Code
Agencies: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. Names,
telephone numbers, and Web sites are subject to change and are believed to be accurate and up-to-date as of the date of the Contract Documents. IAPMO International Association of Plumbing
and Mechanical Officials (909) 472-4100 www.iapmo.org ICC International Code Council (888) 422-7233 www.iccsafe.org (703) 931-4533 ICC-ES ICC Evaluation Service, Inc. (800)
423-6587 www.icc-es.org (562) 699-0543 NEC National Electric Code C. Federal Government Agencies: Where abbreviations and acronyms are used in Specifications or other Contract
Documents, they shall mean the recognized name of the entities in the following list. Names, telephone numbers, and Web sites are subject to change and are believed to be accurate
and up-to-date as of the date of the Contract Documents. CE Army Corps of Engineers www.usace.army.mil CPSC Consumer Product Safety Commission (800) 638-2772 www.cpsc.gov (301)
504-7923 DOC Department of Commerce (202) 482-2000 www.commerce.gov DOD Department of Defense (215) 697-6257 http://.dodssp.daps.dla.mil DOE Department of Energy (202)
586-9220 www.energy.gov EPA Environmental Protection Agency (202) 272-0167 www.epa.gov FAA Federal Aviation Administration (866) 835-5322 www.faa.gov FCC Federal Communications
Commission (888) 225-5322 www.fcc.gov FDA Food and Drug Administration (888) 463-6332 www.fda.gov CORNELL UNIVERSITY SECTION 01 42 00 Ithaca, New York REFERENCES DUFFIELD
HALL 330 REFERENCES 01 42 00-17 LAB RENOVATIONS September 4, 2020 GSA General Services Administration (800) 488-3111 www.gsa.gov HUD Department of Housing and Urban Development
(202) 708-1112 www.hud.gov LBL Lawrence Berkeley National Laboratory (510) 486-4000 www.lbl.gov NCHRP National Cooperative Highway Research Program (See TRB) NIST National
Institute of Standards and Technology (301) 975-6478 www.nist.gov OSHA Occupational Safety & Health Administration (800) 321-6742 www.osha.gov (202) 693-1999 PBS Public Building
Service (See GSA) PHS Office of Public Health and Science (202) 690-7694 www.osophs.dhhs.gov/ophs RUS Rural Utilities Service (202) 720-9540 (See USDA) SD State Department
(202) 647-4000 www.state.gov TRB Transportation Research Board (202) 334-2934 www.nas.edu/trb USDA Department of Agriculture (202) 720-2791 www.usda.gov USPS Postal Service
(202) 268-2000 www.usps.com 2.0 PRODUCTS - NOT USED 3.0 EXECUTION - NOT USED ***END OF SECTION 01 42 00*** CORNELL UNIVERSITY SECTION 01 45 00 Ithaca, New York QUALITY CONTROL DUFFIELD
HALL 330 QUALITY CONTROL 01 45 00-1 LAB RENOVATIONS September 4, 2020 SECTION 01 45 00 QUALITY CONTROL 1.0 GENERAL 1.1 DESCRIPTION A. The Contractor shall provide and maintain an
effective Contractor Quality Control (CQC) program and perform sufficient inspections and tests of all items of work, including those of Subcontractors, to ensure compliance with Contract
Documents. Include surveillance and tests specified in the technical sections of the Specifications. Furnish appropriate facilities, instruments, and testing devices required for
performance of the quality control function. Controls must be adequate to cover construction operations and be keyed to the construction sequence. Construction shall not begin until
the Owner has approved the CQC program. 1.2 CONTROL OF ON-SITE CONSTRUCTION A. Include a control system for the following phases of inspection: 1. Pre-Installation Meeting. For all
sections where pre-installations are defined, the Contractor shall arrange for a pre-installation meeting. When practical, pre-installation meetings shall be scheduled to take place
on the same day as regularly schedule progress meetings. The Contractor shall make available, during this meeting, all approved submittals and products. a. Agenda to include the
following: i. Appointment ii. Appointment of official representatives of participants in the Project. iii. Review of existing conditions and affected work, and testing thereof as required.
iv. Review of installation procedures and requirements. v. Review of environmental and site condition requirements. vi. Schedule of the applicable portions of the Work. vii. Schedule
of submission of samples, color chips, and items for Owners consideration. viii. Requirements for temporary facilities, site sign, offices, storage sheds, utilities, fences, Section
01500. ix. Requirements for notification for reviews. Allow a minimum of 48 hour notice to Architect for review of the Work. CORNELL UNIVERSITY SECTION 01 45 00 Ithaca, New York QUALITY
CONTROL DUFFIELD HALL 330 QUALITY CONTROL 01 45 00-2 LAB RENOVATIONS September 4, 2020 x. Requirements for inspections and tests, as applicable. Schedule and undertake inspections
and tests in accordance with Section 01410. xi. Delivery schedule of specified equipment. xii. Special safety requirements and procedures. b. The following minimum personnel shall be
at the meeting: i. Project Manager. ii. Project Field Supervisor iii. Subcontractor iv. Architect’s Representative v. Owner’s Representative vi. Commissioning Agent, when applicable
vii. Testing Agency, when applicable 2. Preparatory Inspection. Perform this inspection prior to beginning work on any definable feature of work. Include a review of contract requirements
with the supervisors directly responsible for the performance of the work; check to assure that materials, products, and equipment have been tested, submitted, and approved; check to
assure that provisions have been made for required control testing; examine the work area to ascertain that preliminary work has been completed; physically examine materials and equipment
to assure that they conform to shop drawings and data and that the materials and equipment are on hand. 3. Initial Inspection. Perform this inspection as soon as work commences on
a representative portion of a particular feature of workmanship review control testing for compliance with contract requirements. 4. Follow-up Inspections. Perform these inspections
on a regular basis to assure continuing compliance with contract requirements until completion of that particular work. 1.3 CONTROL OF OFF-SITE OPERATIONS A. Perform factory quality
control inspections for items fabricated or assembled off-site as opposed to "off-the-shelf" items. The CQC Representative at the fabricating plant shall be responsible for release
of the fabricated items for shipment to the job site. The CQC Representative at the job site shall receive the item and note any damage incurred during shipment. The Contractor shall
be responsible for protecting and maintaining the item in good condition throughout the period of on-site and during erection or installation. Although any item found to be faulty
may be rejected before its use, final acceptance of an item by the Owner is based on its satisfactory incorporation into the work and acceptance of the completed project. CORNELL UNIVERSITY
SECTION 01 45 00 Ithaca, New York QUALITY CONTROL DUFFIELD HALL 330 QUALITY CONTROL 01 45 00-3 LAB RENOVATIONS September 4, 2020 1.4 TESTING A. The Owner may engage the services
of an independent testing laboratory to confirm that an installed item or element of work conforms to the Specification and workmanship requirements. 1.5 OWNER'S REPRESENTATIVE A. The
Owner shall designate a Representative to monitor the progress and execution of the work. The Representative shall have the authority to call for test samples, to approve or to reject
work performed and to stop work in progress, if, in its opinion, the work is not in conformance with the Contract Documents. The Representative shall not be authorized to make changes
or interpretations of the Contract Documents. 1. The Contractor shall maintain a project Deficiency/Issues Log in e-Builder to track nonconforming materials or sub-standard workmanship
identified by Owner’s Representative. 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED ***END OF SECTION 01 45 00*** CORNELL UNIVERSITY SECTION 01 50 00 Ithaca, New York TEMPORARY
FACILITIES AND CONTROLS DUFFIELD HALL 330 TEMPORARY FACILITIES 01 50 00-1 LAB RENOVATIONS AND CONTROLS September 4, 2020 SECTION 01 50 00 TEMPORARY FACILITIES AND CONTROLS 1.0 GENERAL
1.1 DESCRIPTION A. The Contractor shall furnish, install and maintain all temporary facilities and services of every kind, as required by the Contractor and by its subcontractors for
their performance of the Work and compliance with the Contract Documents, and shall remove such facilities and complete such services upon the completion of all other work, or as Cornell
University may direct. B. The Contractor shall obtain all required permits and approvals for and shall provide, construct, or install, as well as operate, maintain, service and remove
temporary facilities and services. 1.2 REQUIREMENTS OF REGULATORY AGENCIES A. Comply with Federal, State and local codes and safety regulations. 1.0 PRODUCTS 1.1 MATERIALS, GENERAL
A. Choice of materials, as suitable for the accomplishment of the intended purpose, is the Contractor’s option. B. Materials may be new or used, but must not violate requirements of
applicable codes, standards and specifications. 1.2 TEMPORARY FIRST AID FACILITIES A. Provide first aid equipment and supplies, with qualified personnel continuously available to render
first aid at the site. B. Provide a sign, posted at the telephone, listing the telephone numbers for emergency medical services: Physicians, ambulance services and hospitals. CORNELL
UNIVERSITY SECTION 01 50 00 Ithaca, New York TEMPORARY FACILITIES AND CONTROLS DUFFIELD HALL 330 TEMPORARY FACILITIES 01 50 00-2 LAB RENOVATIONS AND CONTROLS September 4, 2020 1.3
TEMPORARY FIRE PROTECTION A. Provide a fire protection and prevention program for employees and personnel at the site. Any fire watches as a result of construction operations are the
responsibility of the Contractor. Comply with NFPA 241. Develop, manage, and supervise an overall fire-prevention and protection program for personnel at Project site. Review needs
with local fire department and establish procedures to be followed. Instruct personnel in methods and procedures. Post warnings and information. 1. Impairments “Fire Code of NYS Section
901.7”. Impairment; “the removal of fire alarm devices or sprinkler system coverage in a building.” There are two different levels of impairments a. Partial Impairment. The removal
of fire alarm devices or sprinkler system coverage via control valve in the immediate area of where work is to be performed. - Basic Impairment Notification will be sent to Local Authority
Having Jurisdiction and FM Global. - No fire watch will be required in most cases. b. Full System Impairment. The complete removal of a fire alarm “system” or sprinkler “system”.
Impairment of both the fire alarm system and sprinkler system at the same time is not allowed. - Full System Impairment Notification will be sent to local Authority Having Jurisdiction,
FM Global, Ithaca Fire Department Officers, Building Manager, Maintenance Manager, and Customer Service. - Fire Watch will be required and will need the Fire Watch Person’s name and
contact information. Cornell EH&S does not perform the fire watch, it is the responsibility of the Contractor. B. Equipment: 1. Provide and maintain fire extinguishing equipment ready
for instant use at all areas of the Project and at specific areas of critical fire hazard. 2. Hand extinguishers of the types and sizes recommended by the National Board of Fire Underwriters
to control fires from particular hazards. 3. Construction period use of permanent fire protection system. 4. Water hoses connected to an adequate water pressure and supply system to
reach each area or level of construction upon building enclosure or heating of the building. CORNELL UNIVERSITY SECTION 01 50 00 Ithaca, New York TEMPORARY FACILITIES AND CONTROLS
DUFFIELD HALL 330 TEMPORARY FACILITIES 01 50 00-3 LAB RENOVATIONS AND CONTROLS September 4, 2020 5. Maintain existing standpipes and hoses for fire protection. Provide additional
temporary hoses where required to comply with requirements. Hang hoses with a warning sign stating that hoses are for fire-protection purposes only and are not to be removed. Match
hose size with outlet size and equip with suitable nozzles. Provide hoses of sufficient length to protect construction areas. 6. Maintain unobstructed access to fire extinguishers,
fire hydrants, siamese connections, standpipes, temporary fire-protection facilities, stairways, and other access routes for firefighting. 7. Where existing or temporary fire protection
services are being replaced with new fire protection services, do not remove or impair existing or temporary services until new services are placed into operation and use. 8. At earliest
feasible date in each area of Project, complete installation of permanent fireprotection facility and systems, including connected services, and place into operation and use. Instruct
key personnel on use of facilities. Protect and maintain permanent fire protection system. Repair or replace any components damaged during construction. C. Enforce fire-safety discipline:
1. Store combustible and volatile materials in an isolated, protected location. 2. Avoid accumulations of flammable debris and waste in or about the Project. 3. Prohibit smoking in
the vicinity of hazardous conditions. 4. There is NO SMOKING allowed on construction sites located in any occupied building. Smoking is prohibited in all Cornell University buildings.
5. Closely supervise welding and torch-cutting operations in the vicinity of combustible materials and volatile conditions. 6. Supervise locations and operations of portable heating
units and fuel. D. Maintain fire extinguishing equipment in working condition, with current inspection certificate attached to each extinguisher. E. Welding or burning operations shall
be conducted under a Hot Work Permit issued in accordance with Section 01 41 00. Where such work is permitted, the Contractor shall provide an approved fire extinguisher in good operating
condition within easy reach of the operating personnel. In each instance, obtain prior approval of Cornell University Environmental Health & Safety. F. Advise Cornell University Environmental
Health & Safety of any items affecting Life Safety, e.g., road blockages, exit closing, etc. CORNELL UNIVERSITY SECTION 01 50 00 Ithaca, New York TEMPORARY FACILITIES AND CONTROLS
DUFFIELD HALL 330 TEMPORARY FACILITIES 01 50 00-4 LAB RENOVATIONS AND CONTROLS September 4, 2020 1.4 CONSTRUCTION AIDS A. Provide construction aids and equipment required to assure
safety for personnel and to facilitate the execution of the Work; Scaffolds, staging, ladders, stairs, ramps, runways, platforms, railings, hoists, cranes, chutes, fall protection,
harness, tie-off points, and other such equipment. B. When permanent stair framing is in place, provide temporary treads, platforms and railings, for use by construction personnel.
C. Maintain all equipment in a safe condition. 1.5 SUPPORTS A. The Contractor shall include cost of all materials and labor necessary to provide all supports, beams, angles, hangers,
rods, bases, braces, etc. to properly support the Contract Work. All supports, etc. shall meet the approval of the Architect. B. Any and all supports that are of “custom” fabrication
or installation shall be designed by the Contractor’s NYS licensed PE with stamped & signed shop drawings and calculations provided for same. 1.6 TEMPORARY ENCLOSURES A. Provide temporary
weather-tight enclosure for building exterior, maintain in-place until installation of permanent enclosures. Provide temporary weather-tight enclosure of exterior walls as work progresses
for protection of construction, in progress and completed, from exposure, foul weather, other construction operations, and similar activities, and as necessary to provide acceptable
working conditions, provide weather protection for interior materials, provide weather protection for occupied areas, allow for effective temporary heating, and to prevent entry of
unauthorized persons. 1. Provide temporary exterior doors with self-closing hardware and padlocks or locksets. 2. Other enclosures shall be removable as necessary for work and for handling
of materials. 3. Where heating or cooling is needed and permanent enclosure is incomplete, insulate temporary enclosures. 4. Coordinate enclosure with ventilation requirements, material
drying or curing requirements, and specified environmental limitations to avoid dangerous or detrimental conditions and effects. B. Provide temporary enclosures to separate work areas
from areas of the existing building occupied by Owner; to prevent penetration of dust or moisture into occupied areas, to prevent damage to existing equipment, and to protect Owner's
employees and operations from construction work. 1. Temporary partition and ceiling enclosures: Framing and sheet materials which comply with structural and fire rating requirements
of applicable codes and standards. CORNELL UNIVERSITY SECTION 01 50 00 Ithaca, New York TEMPORARY FACILITIES AND CONTROLS DUFFIELD HALL 330 TEMPORARY FACILITIES 01 50 00-5 LAB RENOVATIONS
AND CONTROLS September 4, 2020 a. Close joints between sheet materials, and seal edges and intersections with existing surfaces, to prevent penetration of dust or moisture. b. In locations
where fire protection is required, paint both sides of partitions and ceilings with fire-retardant paint as required by local fire regulations. 2. Do not remove existing exterior enclosure
systems until new exterior enclosure systems are ready for installation. Complete removal of existing exterior enclosure systems as soon as possible. Immediately after completing
removal, install new exterior enclosure systems and complete installation as soon as possible. 3. Do not remove existing HVAC systems connected to louvers at existing exterior enclosure
systems until new HVAC systems and louvers at exterior enclosure systems are ready for installation. Complete removal of existing HVAC systems and louvers as soon as possible. Immediately
after completing removal, install new HVAC systems and new louvers and complete installation as soon as possible. 1.7 TEMPORARY WATER CONTROL A. The Contractor shall provide, maintain
and operate pumps required to keep the Work free of water at all times. B. Dispose of all water with due care and shall not infringe on the rights of others on the Site, of adjacent
property owners and of the public. All cost in connection with the removal of such water shall be paid by the Contractor. 1.8 PERSONNEL, PUBLIC AND EMPLOYEE PROTECTION A. Provide guardrails,
barricades, fences, footways, tunnels and other devices necessary to protect all personnel, employees, and the public, against hazards on, adjacent to or accessing the construction
site. 1. Provide signs, warning lights, signals, flags and illumination as necessary to alert persons to hazards and to provide safe, adequate visibility in areas of hazards. 2. Closed
sidewalks need to be indicated with OSHA-approved signs, as well as, proper barricades. 3. Provide flag personnel as necessary to guide vehicles, protect personnel, public and employees.
1.9 ACCESS ROADS AND PARKING AREAS A. Provide adequate temporary roads and walks to achieve all-weather access into the site from public thoroughfares, and within and adjacent to the
site as necessary to provide uninterrupted access to field offices, work and storage areas. B. Grade and provide drainage facilities to assure runoff of rainwater and to avoid blockage
of flow from adjacent areas. CORNELL UNIVERSITY SECTION 01 50 00 Ithaca, New York TEMPORARY FACILITIES AND CONTROLS DUFFIELD HALL 330 TEMPORARY FACILITIES 01 50 00-6 LAB RENOVATIONS
AND CONTROLS September 4, 2020 C. During dry weather wet down temporary unpaved areas when necessary to prevent blowing dust. 1.10 PROJECT IDENTIFICATION AND SIGNS A. No Contractor
signs to be displayed at the project site, unless authorized by the Owner. B. Owner Construction Project Sign. The Contractor shall install Owner provided project identification signage.
1.11 SECURITY A. The Contractor shall provide security services as required to protect the interests of the Owner. 1.12 FIELD OFFICES A. The Owner shall designate a space within the
facility to serve as a field office for the use of the Contractor and Owner. 2.0 EXECUTION 2.1 PREPARATION A. Consult with Owner, review site conditions and factors which affect construction
procedures and temporary facilities, including adjacent properties and public facilities which may be affected by execution of the work. 1. Designate the locations and extent of temporary
construction, storage, and other temporary facilities and controls required for the expeditious accomplishment of the Work. 2. Allow space for use of the site by Owner and by other
contractors, as required by Contract Documents. 2.2 GENERAL A. Comply with applicable requirements specified in sections of Division 02 through 40. B. Make work structurally, mechanically
and electrically sound throughout. C. Install work in a neat and orderly manner. D. Maintain, clean, service and repair facilities to provide continuous usage, and to the quality specified
for the original installation. E. Relocate facilities as required by progress of construction, by storage or work requirements, and to accommodate requirements of Owner and other contractors
employed at the site. CORNELL UNIVERSITY SECTION 01 50 00 Ithaca, New York TEMPORARY FACILITIES AND CONTROLS DUFFIELD HALL 330 TEMPORARY FACILITIES 01 50 00-7 LAB RENOVATIONS AND
CONTROLS September 4, 2020 F. Keep the site, at all times during the progress of the Work, free from accumulation of waste matter or rubbish and shall confine its apparatus, materials
and operations of its workers to the limits prescribed except as the latter may be extended with the approval of the Owner’s Representative. Cleaning of the structure or structures
must be performed daily and removal of waste matter or rubbish must be performed at least once a week. G. Contractor shall at all times keep access road and public roads clean of
mud and construction debris and maintain dust control to the satisfaction of the Owner. 2.3 REMOVAL A. Completely remove temporary structures, materials, equipment and services: 1.
When construction needs can be met by use of permanent construction. 2. At completion of the Project. B. Repair damage caused by installation or use of temporary facilities. Clean
after removal. C. Restore existing or permanent facilities used for temporary purposes to specified, or to original condition. 1. Remove foundations and underground installations for
temporary construction and utilities. 2. Grade the areas of the site affected by temporary installations to required elevations and slopes, and clean the area. ***END OF SECTION 01
50 00*** CORNELL UNIVERSITY SECTION 01 51 00 Ithaca, New York TEMPORARY UTILITIES DUFFIELD HALL 330 TEMPORARY UTILITIES 01 51 00-1 LAB RENOVATIONS September 4, 2020 SECTION 01 51
00 TEMPORARY UTILITIES 1.0 GENERAL 1.1 DESCRIPTION A. The Contractor shall furnish, install and maintain temporary utilities required by all trades for construction. Remove on completion
of Work. B. The Contractor shall provide all labor and materials for temporary connections and distribution. 1.2 REQUIREMENTS OF REGULATORY AGENCIES A. Comply with National Electric
Code, current edition. B. Comply with Federal, State and local codes and safety regulations and with utility company requirements. 2.0 PRODUCTS 2.1 MATERIALS, GENERAL A. Materials may
be new or used, but must be adequate in capacity for the required usage, must not create unsafe conditions, and must not violate requirements of applicable codes and standards. 2.2
TEMPORARY ELECTRICITY, LIGHTING AND WATER A. The Contractor shall have access to the Owner's water and electric power for constructing the Work. Temporary utility connections shall
be made by the Contractor as close to its operations as possible as long as such connections do not over-load the capacity of the Owner's utilities or interfere with its customary utilization
thereof. Utility access points shall be determined in cooperation with and acceptable to the Owner. B. The Contractor shall be responsible for the economic use of the Owner's Water
and Power. The Owner will pay for the water and power consumed in the construction of the Work as long as economical usage of these utilities is maintained. The Owner reserves the
right to meter and charge for the power and water consumed if in the opinion of the Owner the usage of these utilities is not economically conducted by the Contractor. In such an event,
the Owner shall give three (3) days written notice to the Contractor of its intentions to meter and charge for temporary utilities used by the Contractor. C. All temporary power systems
including wiring shall be removed by the Contractor when no longer required. CORNELL UNIVERSITY SECTION 01 51 00 Ithaca, New York TEMPORARY UTILITIES DUFFIELD HALL 330 TEMPORARY UTILITIES
01 51 00-2 LAB RENOVATIONS September 4, 2020 D. The minimum temporary lighting to be provided is at the rate of fifty foot candles, is to be maintained in each room and changed as
required when interior walls are being erected. The required temporary lighting must be maintained for twenty-four (24) hours a day and seven (7) days a week at all stair levels and
in all corridors below ground; in any and all egress; in all other spaces temporary lighting is to be maintained only during working hours. All temporary wiring and equipment shall
be in conformity with the National Electric Code. E. The minimum temporary outdoor security lighting to be provided is as follows: 1. Along the perimeter of the site fence, consisting
of vandal-resistant light fixtures with HID lamps, located 150 foot center, mounted on the inside of the construction fence. 2. Lighting for temporary pedestrian paths and roadways,
to provide a minimum of 0.1 foot-candle on the path of travel. F. Three-phase temporary power circuits shall be installed as required to operate construction equipment of the various
trades and to Install and test equipment such as pumps and elevators. The Contractor shall install and maintain temporary or permanent service for the permanently installed building
equipment such as sump pumps, boilers, boiler controls, fans, pumps, so that such equipment may be operated when required and so ordered by the Owner's Representative for drainage or
for temporary heat. G. Except as otherwise provided in the Contract, the Contractor shall submit to the Owner or the Owner's Representative for approval a proposed schedule of all utility
shutdowns and cutovers of all types which may be required in connection with the Work. Such schedule shall provide a minimum of four (4) weeks advance notice to the Owner prior to
the time of the proposed shutdown and cutover. The Contractor shall be responsible for all charges relating to shutdowns. H. Discontinuance, Changes and Removal The Contractor shall:
1. Discontinue all temporary services required by the Contract when so directed by the Owner or the Owner's Representative. The discontinuance of any such temporary service prior to
the completion of the Work shall not render the Owner liable for any additional cost entailed thereby. 2. Remove and relocate such temporary facilities as directed by the Owner or the
Owner's Representative, and shall restore the Site and the Work to a condition satisfactory to the Owner. 2.3 TEMPORARY USE OF ELEVATOR A. Use of Existing Elevator 1. If the Contractor
elects to use the existing elevator equipment, the Contractor shall: a. Provide adequate protection for such equipment and shall operate such equipment within a capacity not to exceed
that allowed by law, rule or regulation. CORNELL UNIVERSITY SECTION 01 51 00 Ithaca, New York TEMPORARY UTILITIES DUFFIELD HALL 330 TEMPORARY UTILITIES 01 51 00-3 LAB RENOVATIONS
September 4, 2020 b. Provide for the maintenance and cleaning of the elevator equipment as approved by the Owner's Representative. c. Prior to start of construction, accurately record
the condition of the existing elevator. Promptly repair or replace items that are damaged as a result of Contractor’s use. Service calls that arise as a result of Contractor misuse
will be charged to the Contractor. At Substantial Completion, restore elevators to condition existing before initial use. d. Use only elevators designated by Owner’s Representative
at dates and times designated by Owner’s Representative. Dates and times available for Contractor’s use shall be scheduled with, and at the convenience of, the Owner, and may vary
during the course of the Project. e. Owner will not provide elevator operators or other monitoring of elevator use. f. Do not load elevators beyond their rated weight capacity. g. Provide
code compliant protective coverings, barriers, devices, signs, or other procedures to protect elevator car and entrance doors and frame. If, despite such protection, elevators become
damaged, engage elevator maintenance contractor to restore damaged work so no evidence remains of correction work. Return items that cannot be refinished in field to the shop, make
required repairs and refinish entire unit, or provide new units as required. h. Procure and coordinate the elevator maintenance contractor to gain access to the elevator shaft as required
to complete the work 2.4 TEMPORARY HEAT AND VENTILATION A. The Contractor shall furnish temporary heat as may be necessary for constructing the Work. B. The Contractor will be permitted
to use the building's permanent heating system for temporary heat. Permission to use the building's permanent heating system shall in no way constitute the Owner's acceptance of that
portion of the Work. C. When using the permanent building systems for space conditioning, provide a written maintenance plan for acceptance by the Owner’s Representative, prior to utilizing
the equipment. Plan to address temporary filtering of air and water, sealing of open ducts, lubrication, operation outside of normal ranges, and controls/safeties. Return all equipment
to its newly installed condition prior to acceptance testing. 1. If the Contractor elects to use the building’s permanent heating system for temporary heat, the Contractor shall provide
filters with a minimum MERV of 8 at each returnair grille in system, maintain to keep them free of dust and debris, replace if necessary and remove at end of construction and clean
HVAC system as required in Section 01 77 00 – Project Closeout. D. Any temporary system shall be removed when no longer required. E. During heating cycles the enclosures separating
the interior building areas from outside shall be maintained closed to conserve heat energy. CORNELL UNIVERSITY SECTION 01 51 00 Ithaca, New York TEMPORARY UTILITIES DUFFIELD HALL
330 TEMPORARY UTILITIES 01 51 00-4 LAB RENOVATIONS September 4, 2020 F. The Contractor shall provide for ventilation of all structures until Physical Completion of the Work and shall
control such ventilation to avoid excessive moisture levels and rates of drying of construction materials, including but not limited to concrete and to plaster, and to prevent condensation
on sensitive surfaces. The Contractor shall be responsible for any moisture intrusion that is detrimental to the Project. 2.5 TEMPORARY CONTRACTOR TELEPHONE SERVICE A. Site Superintendent
or their Representative shall carry a cellular telephone at all times. B. Provide phone number to Cornell project representatives for communication during Work. 2.6 TEMPORARY SANITARY
FACILITIES A. The Owner shall designate sanitary facilities to be utilized by the Contractor during construction. The Contractor shall maintain neat, clean and sanitary conditions.
The Contractor shall be responsible for costs associated with excessive custodial services associated with such usage. 3.0 EXECUTION 3.1 REMOVAL A. Completely remove temporary materials
and equipment when their use is no longer required. B. Clean and repair damage caused by temporary installations or use of temporary facilities. C. Restore existing and permanent facilities
used for temporary services to specified, or to original, condition. ***END OF SECTION 01 51 00*** CORNELL UNIVERSITY SECTION 01 51 23 Ithaca, New York HEAT DURING CONSTRUCTION DUFFIELD
HALL 330 HEAT DURING CONSTRUCTION 01 51 23-1 LAB RENOVATIONS September 4, 2020 SECTION 01 51 23 HEAT DURING CONSTRUCTION 1.0 GENERAL 1.1 DESCRIPTION A. The Contractor shall maintain
existing or temporary building heating systems to accomplish the following: 1. Protect the existing facility and facility plumbing systems against damage due to cold temperatures. 2.
Provide sufficient heat so that the Work can be accomplished in accordance with the Contract Documents. 3. Maintain construction schedules as required by the Contract. B. Include in
the bid price an amount necessary to provide Construction Heat as required. C. Existing central steam systems may be used to the extent that they do not interfere with the safe and
effective completion of Work. However, any modifications to existing systems shall be corrected prior to the conclusion of work. D. No natural gas is available to the facility for
temporary heat. E. At the conclusion of the project the facility heating systems shall be returned to functional order as necessary to protect the building and facility plumbing systems.
1.2 RESPONSIBILITY A. The Contractor shall include in the bid the cost of the temporary heat. B. The Contractor shall be responsible for repairs to the facility necessitated by the
failure to provide heat during any portion of the Work. 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED ***END OF SECTION 01 51 23*** CORNELL UNIVERSITY SECTION 01 57 13 Ithaca, New
York SOIL EROSION AND SEDIMENT CONTROL DUFFIELD HALL 330 SOIL EROSION AND 01 57 13-1 LAB RENOVATIONS SEDIMENT CONTROL September 4, 2020 SECTION 01 57 13 SOIL EROSION AND SEDIMENT
CONTROL 1.0 GENERAL 1.1 DESCRIPTION A. The Contractor shall be responsible for preparing and implementing an Erosion and Sediment Control Plan. B. This Section describes minimum standards
for the prevention and control of erosion during the construction process and may not be sufficient for all sites. The Contractor shall remain responsible for the means and methods
of preventing erosion and may be required to employ additional means and methods as required to prevent violations of local, state, or federal standards. C. On certain sites, a Storm
Water Pollution Prevention Plan may also be required which may include additional or more specific requirements. The requirement for a Storm Water Pollution Prevention Plan will be
indicated by inclusion of Section 01 57 23 Storm Water Pollution Prevention Plan, or alternative equivalent Section, in the Contract Documents. 1.2 SUBMITTALS A. Submit an Erosion and
Sediment Control Plan, as specified herein. B. Refer to Section 01 33 00 – Submittal Procedures. 1.3 PLAN AND IMPLEMENTATION GENERAL REQUIREMENTS A. Plan shall comply with design specifications
in the New York Guidelines for Urban Erosion and Sediment Control, NYS Stormwater Management Design Manual, NYSDEC Technical and Operational Guidance Series, good engineering practices,
and this Section. B. Erosion and Sediment Control Plan shall be reviewed and approved by the Environmental Health and Safety Office, and implemented prior to any site work. C. Maintain
Erosion and Sediment Control measures throughout the course of site construction activities until vegetative growth is established to the Owner’s satisfaction. D. At conclusion of
the Project, remove all remaining temporary erosion control structures and properly dispose of accumulated sediment on-site in areas approved by the Owner. CORNELL UNIVERSITY SECTION
01 57 13 Ithaca, New York SOIL EROSION AND SEDIMENT CONTROL DUFFIELD HALL 330 SOIL EROSION AND 01 57 13-2 LAB RENOVATIONS SEDIMENT CONTROL September 4, 2020 1.4 PERFORMANCE STANDARDS
A. At no time shall construction operations or any related disturbance of the site result in the impairment of local waterways. “Impairment” is defined by regulations as including,
but not limited to, the following: 1. The release of water into receiving waters that causes a substantial visible contrast to natural conditions; or 2. The deposition of significant
sediment into such waters. B. Such deficiencies shall be corrected immediately by the Contractor to prevent further impairment. C. In addition, and without notice to the Contractor,
the Owner shall also have the right, based on the Owner’s independent assessment, to stop work or engage other contractor(s) to construct or correct such work as may be necessary to
prevent the impairment of waterways, and to charge all costs related to such corrective or additional actions against the Contract. D. Acceptance of an Erosion and Sediment Control
plan shall not in any way imply that the plan will be adequate in preventing impairment of waters, or that maintenance and modification will not be necessary. Rather, acceptance of
the plan authorizes the Contractor to begin installation of the control measures under the assumption the appropriate maintenance and modification will be required throughout the life
of the project to meet the project requirements. E. The Contractor’s responsibilities under this Section shall end upon final completion and payment of the Work of the entire Contract.
1.5 EROSION AND SEDIMENT CONTROL PLAN COMPONENTS A. The Erosion and Sediment Control Plan submitted shall specifically address project measures, features, and areas critical to proper
site erosion and sediment control. The Plan shall specifically include, but are not limited to, the following: 1. Site Map, to scale; 2. Measures to prevent stormwater from running
onto the disturbed areas of the site; 3. Inlet protection for storm sewers and catch basins; 4. Measures to be used for dewatering; and 5. Measures to be used for soil stabilization,
runoff control, and sediment control, including specific measures for the following: a. Site entrance stabilization b. Staging areas c. Material and soil stock piles CORNELL UNIVERSITY
SECTION 01 57 13 Ithaca, New York SOIL EROSION AND SEDIMENT CONTROL DUFFIELD HALL 330 SOIL EROSION AND 01 57 13-3 LAB RENOVATIONS SEDIMENT CONTROL September 4, 2020 d. Concrete curing
operations e. Disturbed areas of the site In addition to the requirements included in these specifications, specific erosion control measures shown on the Contract Drawings, if any,
shall also be required. B. All features shall be designed and installed in accordance with the references included in Paragraph 1.3 – Plan and Implementation General Requirements of
this Section. C. Keep access roads and public roads clear of mud and construction debris at all times. Maintain dust control measures throughout construction. 1.6 INSPECTIONS A. At
the sole discretion of the Owner, inspections may be performed by a third party or on-staff representative of the Owner. 1. The Owner may inspect the site at any time, without prior
notification, for compliance with the Erosion and Sediment Control Plan and applicable local, state and federal regulations. Any instances of non-compliances or failure to meet the
performance standards found must be resolved within 24 hours, with more immediate responses as required to mitigate active erosion during storm events or similar instances. 2. Modify
the Erosion and Sediment Control Plan as necessary, to provide full compliance with the performance standards. 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED ***END OF SECTION 01
57 13*** CORNELL UNIVERSITY SECTION 01 66 00 Ithaca, New York STORAGE AND PROTECTION DUFFIELD HALL 330 STORAGE AND PROTECTION 01 66 00-1 LAB RENOVATIONS September 4, 2020 SECTION
01 66 00 STORAGE AND PROTECTION 1.0 GENERAL 1.1 DESCRIPTION A. Receive, pile, store and handle all materials, equipment and other items incorporated or to be incorporated in the Work,
including items furnished by the Owner in a careful and prudent manner and shall protect them against loss or damage from every source. B. Obscure from public view, in a manner acceptable
to the Owner, staging and storage areas. 1.2 TRANSPORTATION AND HANDLING A. Transport and handle products in accordance with manufacturer's instructions; using means and methods that
will prevent damage, deterioration, and loss, including theft. B. Schedule delivery to minimize long-term storage at Project site and to prevent overcrowding of construction space.
C. Coordinate delivery with installation time to ensure minimum holding time for items that are flammable, hazardous, easily damaged, or sensitive to deterioration, theft, and other
losses. D. Deliver products to Project site in an undamaged condition in manufacturer's original sealed container or other packaging system, complete with labels and instructions for
handling, storing, unpacking, protecting, and installation. E. Promptly inspect shipments to assure that products comply with requirements, quantities are correct and products are undamaged.
F. Provide equipment and personnel to handle products by methods to prevent soiling, disfigurement or damage. 1.3 ON-SITE STORAGE A. Materials stored on the Site shall be neatly piled
and protected, and shall be stored in a neat and orderly manner in locations that shall not interfere with the progress of the Work or with the daily functioning of the Institution.
B. Materials subject to weather damage shall be protected against the weather by floored weatherproof temporary storage sheds. C. Comply with product manufacturer's written instructions
for temperature, humidity, ventilation, and weather-protection requirements for storage. CORNELL UNIVERSITY SECTION 01 66 00 Ithaca, New York STORAGE AND PROTECTION DUFFIELD HALL
330 STORAGE AND PROTECTION 01 66 00-2 LAB RENOVATIONS September 4, 2020 D. Storage piles and sheds shall be located within the area designated as the Staging Area. The Contractor
shall work to insure that the condition of the staging area has no negative impact on the Campus, visually or otherwise; and that outside of that area. The Contractor has no impact
at all on the Campus. E. Materials stored within the building shall be distributed in such a manner as to avoid overloading of the structural frame, and never shall be concentrated
in such a manner as to exceed the equivalent of 50 pounds per square foot uniformly distributed loading. Stored materials shall be moved if they interfere with the progress of the
work. F. Should it become necessary during the course of the Work to move stored materials or equipment, the Contractor, at the direction of the Owner or the Owner's Representative,
shall move such materials or equipment. 1.4 PALM ROAD STORAGE A. All property including construction materials and equipment stored at the Palm Road location shall be stored at the
Contractor’s sole risk. The Contractor is solely responsible for repair or replacement of property due to any cause of loss. B. The Contractor agrees to hold Cornell harmless from
any accident or injury occurring at Palm Road storage site associated with the Contractor’s storage. C. The Contractor understands that Cornell makes “no” warranty regarding any security
at the Palm Road site. D. The Contractor agrees that it is solely responsible for any cleanup of any site contamination caused by the Contractor’s storage or storage operations and
the Contractor agrees to pay for cleanup of any contamination and restore the site back to the same condition it was found. E. It shall be assumed that the Contractor is responsible
for site contamination unless the Contractor has reported condition prior to moving storage materials and equipment onto the site. Each Contractor shall be responsible for their own
general area whether defined formally or not but in cases where pollutants have traveled or are found in the public areas used by all contractors, the Contractor agrees as follows:
1. If it cannot be determined who is responsible for site contamination after an investigation, all contractors who could be responsible based upon location of the incident agree to
share the expense of cleanup equally. F. No storage of hazardous materials or environmental contaminants is permitted at the Palm Road site. All barrels must have labels affixed identifying
contents. G. Unoccupied storage containers not within the project fence shall be labeled in the Cornell standard. Signs customized for the project shall be ordered from Ithaca Plastics,
Inc., 305 West Green Street, Ithaca, New York 14850, Phone - 607.272.8232, Fax - 607.277.2579, Email – db@ithacaplastics.com. CORNELL UNIVERSITY SECTION 01 66 00 Ithaca, New York STORAGE
AND PROTECTION DUFFIELD HALL 330 STORAGE AND PROTECTION 01 66 00-3 LAB RENOVATIONS September 4, 2020 1.5 PROTECTION A. The Contractor shall provide security personnel and adopt other
security measures as may be necessary to adequately protect materials and equipment stored at the site. The Contractor shall be obligated to replace or pay for all materials and equipment
including items furnished by the Owner which have been damaged or stolen prior to completion of the Work. B. Protection of Utilities 1. If during the course of the Project, it is necessary
to work adjacent to existing utilities, pipelines, structures and equipment, the Contractor shall take all necessary precautions to protect existing facilities from damage. 2. Locations
of utilities as shown on the Contract Documents are approximate only. The Contractor shall excavate or otherwise locate to verify existing utilities in advance of its operation. C.
Protective Covering 1. All finished surfaces shall be protected by the Contractor as follows: a. Door and window sills and the jambs and soffits of openings used as passageways or through
which material is handled, shall be cased and protected adequately against possible damage resulting from the conduct of the work of all trades. b. All surfaces shall be clean and not
marred upon delivery of the building to the Owner. The Contractor shall, without extra compensation, replace all blocks, gypsum board, plaster, paint, tile, and all other surfaces,
whether or not protected, which are damaged, and shall refinish (including painting as specified) to satisfaction of Owner. c. Tight wood sheathing shall be laid under any materials
that are stored on finished concrete surfaces and planking must be laid before moving any materials over these finished areas. Wheelbarrows used over such areas shall have rubber tires
on wheels. d. Contractor has the responsibility for protection of carpeting and all finish flooring during all phases of the work including after installation. e. All floors exposed
to view as a floor finish shall be protected by overlaying with plywood in all areas subject to construction traffic within and without the building, special care shall be taken to
protect all stair finish surfaces including but not limited to flooring, wood in-fill stairs, cabinetry, counters, equipment, etc. 2. HVAC ductwork shall be protected by the Contractor
as follows to prevent introduction of contaminants: a. Ductwork with interior lining shall be wrapped at the factory using plastic wrap to exclude moisture and contaminants. The wrapping
shall not be removed until immediately prior to installation. CORNELL UNIVERSITY SECTION 01 66 00 Ithaca, New York STORAGE AND PROTECTION DUFFIELD HALL 330 STORAGE AND PROTECTION
01 66 00-4 LAB RENOVATIONS September 4, 2020 b. Ductwork shall not be exposed to moisture or contaminants at any point in the manufacturing, shipping, storage or installation process.
c. Ductwork shall not be staged or stored outside or otherwise exposed to the weather. d. Ductwork shall be transported only inside of covered vehicles. e. Once installed, ductwork
shall be protected from contamination during the construction process. 1.6 PROTECTION AFTER INSTALLATION A. Protect installed products, including Owner-provided products, and control
traffic in immediate area to prevent damage from subsequent operations. B. Provide protective coverings at walls, projections, corners, and jambs, sills, and soffits of openings in
and adjacent to traffic areas. C. Cover walls and floors of elevator cabins, and jambs of cab doors, when elevators are used by construction personnel. D. Protect finish floors and
stairs from dirt, wear, and damage: 1. Secure heavy sheet goods or similar protective materials in place, in areas subject to foot traffic. 2. Lay planking or similar rigid materials
in place, in areas subject to movement of heavy objects. 3. Lay planking or similar rigid materials in place, in areas where storage of products will occur. E. Protect waterproofed
and roofed surfaces: 1. Restrict use of surfaces for traffic of any kind, and for storage of products. 2. When an activity is mandatory, obtain recommendations for protection of surfaces
from manufacturer. Install protection and remove on completion of activity. Restrict use of adjacent unprotected areas. F. Restrict traffic of any kind across planted lawn and landscape
areas. 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED ***END OF SECTION 01 66 00*** CORNELL UNIVERSITY SECTION 01 73 29 Ithaca, New York CUTTING, PATCHING AND REPAIRING DUFFIELD
HALL 330 CUTTING, PATCHING 01 73 29-1 LAB RENOVATIONS AND REPAIRING September 4, 2020 SECTION 01 73 29 CUTTING, PATCHING AND REPAIRING 1.0 GENERAL 1.1 DESCRIPTION A. The Contractor
shall be responsible for all cutting, fitting and patching, including excavation and backfill, required to complete the Work or to: 1. Make its several parts fit together properly.
2. Uncover portions of the Work to provide for installation of ill-timed work. 3. Remove and replace defective work. 4. Remove and replace work not conforming to requirements of Contract
Documents. 5. Remove samples of installed work as specified for testing. 6. Repair or restore existing or new surfaces and finishes to match adjacent existing or new surfaces and finishes.
B. Upon written instructions of the Owner’s Representative: 1. Uncover designated portions of Work for Architect's observation of covered work. 2. Remove samples of installed materials
for testing beyond that specified. 3. Remove work to provide for the alteration of previously incorrectly installed work. 4. Patch work uncovered or removed. C. Do not damage or endanger
any work by cutting or altering the Work or any part thereof. D. Do not cut or otherwise alter the work of the Owner except with the written consent of the Owner’s Representative. E.
Where cutting and patching involves adding reinforcement to structural elements, submit details and engineering calculations showing integration of reinforcement with the original structure.
F. Openings and Chases 1. Build openings, including but not limited to channels, chases and flues as required to complete the Work as set forth in the Contract. 2. After installation
and completion of any work for which openings have been provided, build in, over, and around and finish all such openings as required to complete the Work. 3. Furnish and install all
sleeves, inserts, hangers and supports required for the execution of the Work. CORNELL UNIVERSITY SECTION 01 73 29 Ithaca, New York CUTTING, PATCHING AND REPAIRING DUFFIELD HALL 330
CUTTING, PATCHING 01 73 29-2 LAB RENOVATIONS AND REPAIRING September 4, 2020 1.2 SUBMITTALS A. Submit a written request to the Architect prior to executing any cutting, alteration
or excavation which affects the work of the Owner, or which may affect the structural safety of any portion of the Project. Include: 1. Identification of the Project. 2. Description
of the affected work. 3. The necessity for doing the cutting, alteration or excavation. 4. The effect on the work of the Owner’s property, or on the structural integrity of the Project.
5. Description of the proposed work: a. The scope of cutting, patching, alteration, or excavation. b. Contractor and trades who will execute the work. c. Products proposed to be used.
d. The extent of refinishing to be done. 6. Alternatives to cutting, patching or excavation. 7. Designation of the responsibility for the cost of cutting and patching. 8. Written permission
of any separate contractor whose work will be affected. B. Should conditions of the work or the schedule indicate a change of products from the original installation, submit a request
for substitution as specified in Section 01 25 00 - Substitutions and Product Options. C. Submit a written notice to the Architect and the Owner designating the date and the time the
work will be uncovered. 1.3 QUALITY ASSURANCE A. Requirements for Structural Work: Do not cut and patch structural elements in a manner that would change their load-carrying capacity
for load-deflection ratio. 1. Obtain written approval of the cutting and patching proposal before cutting and patching structural elements, including but not limited to the following:
a. Foundation construction b. Bearing and retaining walls c. Structural concrete d. Structural steel and lintels CORNELL UNIVERSITY SECTION 01 73 29 Ithaca, New York CUTTING, PATCHING
AND REPAIRING DUFFIELD HALL 330 CUTTING, PATCHING 01 73 29-3 LAB RENOVATIONS AND REPAIRING September 4, 2020 e. Structural decking f. Miscellaneous structural metals g. Exterior wall
back-up supports and anchoring systems h. Piping, ductwork, vessels, and equipment supports i. Equipment supports B. Operational Limitations: Do not cut and patch operating elements
or related components in a manner that would result in reducing their capacity to perform as intended. Do not cut and patch operating elements or related components in a manner that
would result in increased maintenance or decreased operation life or safety. 1. Obtain written approval of the cutting and patching proposal before cutting and patching the following
operating elements or safety related systems: a. Primary operational systems and equipment b. Air or smoke barriers c. Water, moisture, or vapor barriers d. Membranes and flashings
e. Fire protection systems f. Control systems g. Communication systems h. Electrical wiring systems i. Operating systems of special construction in MEP work C. Visual Requirements:
Do not cut and patch construction exposed on the exterior or in occupied spaces in a manner that would, in the Owner’s opinion, reduce the building’s aesthetic qualities. Do not cut
and patch construction in a manner that would result in visual evidence of cutting and patching. Remove and replace construction which was cut and patched in a visually unsatisfactory
manner at no expense to the Owner. D. Waterproofing and Water Tightness: Do not cut or alter waterproofed walls or floors or any structural members without written permission of the
Owner. 1. Waterproofing and Roofing Membranes a. Employ qualified contractors to accomplish all required cutting, patching, or repairing of existing waterproofing and roofing membranes.
CORNELL UNIVERSITY SECTION 01 73 29 Ithaca, New York CUTTING, PATCHING AND REPAIRING DUFFIELD HALL 330 CUTTING, PATCHING 01 73 29-4 LAB RENOVATIONS AND REPAIRING September 4, 2020
b. Before beginning cutting, patching or repairing of existing waterproofing and roofing membranes, obtain approval of all materials, methods and contractor to be used from the Owner
and agency, or agencies, holding bond or guarantee/warranty in force for membrane. 2. Water Tightness a. The Contractor shall be responsible for water tightness of product, materials,
and workmanship, including work specified to be watertight and inferred by general practice to be watertight. b. All floors (slabs), walls, roof, glazing, windows, doors, sleeves through
foundation walls, flashings, and similar items shall be watertight. c. If details or materials shown or specified are felt not satisfactory to produce water tightness, the Contractor
shall inform the Owner’s Representative before installation and submit proposed substitution or alternative method for review and approval. The Contractor shall execute approved change
and make watertight at no additional cost to the Owner. 1.4 WARRANTIES A. Replace, patch, and repair material and surfaces cut or damaged by methods and with materials in such a manner
as not to void any warranties required or existing. 2.0 PRODUCTS 2.1 MATERIALS A. Comply with the Contract Documents for each product involved. B. Use materials identical to in-place
or existing materials. For exposed surfaces, use materials that visually match existing adjacent surfaces to the fullest extent possible. If identical materials are unavailable or
cannot be used, use materials whose installed performance will equal or surpass that of in-place or existing materials, and will match visual appearance of inplace or existing materials.
3.0 EXECUTION 3.1 INSPECTION A. Inspect existing conditions of the Project, including elements subject to damage or to movement during: 1. Cutting and patching. 2. Excavation and backfilling.
CORNELL UNIVERSITY SECTION 01 73 29 Ithaca, New York CUTTING, PATCHING AND REPAIRING DUFFIELD HALL 330 CUTTING, PATCHING 01 73 29-5 LAB RENOVATIONS AND REPAIRING September 4, 2020
B. After uncovering work, inspect the conditions affecting the installation of products, or performance of the work. C. Report unsatisfactory or dubious conditions to the Architect
in writing; do not proceed with the work until the Architect has provided further instructions. 3.2 PREPARATION A. Provide shoring, bracing and other support as necessary to assure
the structural safety of that portion of the Work. B. Provide devices and methods to protect other portions of the Project from damage. C. Provide for vertical and lateral support required
to protect adjacent buildings and properties. D. Provide protection from the elements for that portion of the Project which may be exposed by cutting and patching work, including but
not limited to pumping to maintain excavations free from water. E. Avoid interference with use of adjoining areas or interruption of free passage to adjoining areas. F. Avoid cutting
existing pipe, conduit, or ductwork serving the building but scheduled to be removed or relocated until provisions have been made to bypass them. 3.3 PERFORMANCE A. General: Employ
skilled workers to perform cutting and patching. Proceed with cutting and patching at the earliest feasible time and complete without delay. 1. Cut existing construction to provide
for installation of other components or performance of other construction activities and the subsequent fitting and patching required to restore surfaces to their original condition.
B. Cutting: Cut existing construction using methods which will assure safety, will be least likely to damage elements retained or adjoining construction, and will provide proper surfaces
to receive new work. 1. In general, where cutting, use hand or small power tools designed for sawing or grinding, not hammering and chopping. Cut holes and slots as small as possible,
neatly to size required, and with minimum disturbance of adjacent surfaces. Temporarily cover openings when not in use. 2. To avoid marring existing finished surfaces, cut or drill
from the exposed or finished side into concealed surfaces. 3. Cut through concrete and masonry using a cutting machine, such as a carbon saw or a diamond-core drill. 4. Comply with
the requirements of applicable MEP work where cutting and patching of services is required. CORNELL UNIVERSITY SECTION 01 73 29 Ithaca, New York CUTTING, PATCHING AND REPAIRING DUFFIELD
HALL 330 CUTTING, PATCHING 01 73 29-6 LAB RENOVATIONS AND REPAIRING September 4, 2020 C. Patching: Patch with durable seams that are as invisible as possible. Comply with specified
tolerances. 1. Where feasible, inspect and test patched areas to demonstrate integrity of the installation. 2. Restore exposed finishes of patched areas and extend finish restoration
into retained adjoining construction in a manner that will eliminate evidence of patching and refinishing. a. Where patching occurs in a painted surface, apply primer and intermediate
paint coats over patch and apply final paint coat over entire unbroken surface containing patch. Provide additional coats until patch blends with adjacent surfaces. 3. Refinish entire
surfaces as necessary to provide an even finish to match adjacent finishes: a. For continuous surfaces, refinish to nearest intersection. b. For an assembly, refinish the entire unit.
4. When patching existing plaster finished walls and partitions, the Contractor shall utilize plaster trim, lath and other metal components to match the integrity of the existing system.
All plaster finishes shall match existing finishes so as to provide a uniform visual appearance. 5. Floors and Walls: Where walls or partitions that are demolished extend one finished
area into another, patch and repair floor and wall surfaces in the new space. Provide an even surface of uniform finish color, texture, and appearance. Remove existing floor and wall
coverings and replace with new materials, if necessary, to achieve uniform color and appearance. a. Patch with durable seams that are as invisible as possible. Provide materials and
comply with installation requirements specified in other Sections of these Specifications. 6. Ceilings: Patch, repair, or re-hang existing ceilings as necessary to provide an evenplane
surface of uniform appearance. 7. Concrete Masonry Units: Patch walls by toothing-in units using salvaged or new CMU units matching in-place units for type and size. Match coursing
patterns, mortar joint profiles, and other features of in-place CMU walls. Use accessory materials compatible with in-place materials. 8. Brick and Masonry: Patch walls by toothing-in
units using salvaged or new brick and masonry matching in-place brick and masonry units. Match coursing patterns, mortar joint profiles, and other features of in-place brick and masonry
walls. Use accessory materials compatible with in-place materials. CORNELL UNIVERSITY SECTION 01 73 29 Ithaca, New York CUTTING, PATCHING AND REPAIRING DUFFIELD HALL 330 CUTTING,
PATCHING 01 73 29-7 LAB RENOVATIONS AND REPAIRING September 4, 2020 9. Exterior Building Enclosure: Patch components in a manner that restores enclosure to a weather-tight condition.
a. Existing Roofing: Comply with requirements of existing roofing manufacturer for cutting and patching existing roofing system. Provide flashing and trim, base sheets, base flashing,
adhesives, insulation, blocking, substrate boards, accessories, and other required items to patch roofing at penetrations and roof-top mounted items. D. Repairs: Where repairs to existing
surfaces are required, patch to produce surfaces suitable for new materials. 1. Completely fill holes and depressions in existing masonry walls that are to remain with an approved masonry
patching material applied according to manufacturer's written recommendations. E. Execute excavating and backfilling by methods which will assure safety, will prevent settlement or
damage to other work. F. Execute fitting and adjustment of products to provide a finished installation to comply with specified products, functions, tolerances and finishes. G. Restore
work which has been cut or removed; install new products to provide completed work in accordance with requirements of Contract Documents. H. The Contractor shall replace, repair and
patch all surfaces of the ground and of any structure disturbed by its operations and its Work which surfaces and structures are intended to remain even if such operations and work
are outside the property lines. Such replacement, repair and patching shall be with like material and shall restore surfaces as they existed. 3.4 CLEANING A. Clean area and spaces
where cutting and patching are performed. Completely remove paint, mortar, oils, putty, and similar items. Thoroughly clean piping, conduit, and similar features before applying paint
or other finishing materials. Restore damaged pipe covering to its original condition. B. Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition
operations. Return adjacent areas to condition existing before selective demolition operations began. ***END OF SECTION 01 73 29*** CORNELL UNIVERSITY SECTION 01 77 00 Ithaca, New
York PROJECT CLOSEOUT DUFFIELD HALL 330 PROJECT CLOSEOUT 01 77 00-1 LAB RENOVATIONS September 4, 2020 SECTION 01 77 00 PROJECT CLOSEOUT 1.0 GENERAL 1.1 INSPECTIONS A. Substantial
Completion: 1. Within a minimum of five (5) days prior to substantial completion, when the Work has reached such a point of completion that the building or buildings, equipment and
apparatus can be occupied and used for the purpose intended, the Contractor shall conduct a detailed inspection of the Work to ensure that all requirements of the Contract have been
met and that the Work is complete and is acceptable. Contractor shall prepare and submit a list of items to be completed and corrected (Contractor's punch list), indicating the value
of each item on the list and reasons why the Work is incomplete. 2. After receipt of the Contractor’s initial punch list, the Architect will make an inspection of the Work to determine
that the Work is substantially complete and that requirements of the Contract have been met and that the Work is sufficiently complete and is acceptable for use. The Architect will
submit a marked-up list of items to be completed and/or corrected, inclusive of the Contractor’s punch list. The Architect shall prepare a Certificate of Substantial Completion, on
the basis of an inspection, when the Architect has determined that the work is substantially complete. 3. A copy of the report of the inspection will be furnished to the Contractor
as the inspection progresses so that the Contractor may proceed without delay with any part of the Work found to be incomplete or defective. 4. All work performed under a Fire Protection
System Installation/Alteration Operating Permit shall be inspected by the Ithaca Fire Department, or if so delegated by the Ithaca Building Department. a. A member of the Ithaca Fire
Department shall witness all acceptance or reacceptance testing of work performed under a Fire Protection System Installation Operating Permit. All testing and inspections shall be
in compliance with the applicable NFPA codes as referenced by Section 906.1 of the Fire Code of NYS. b. Work classified as a ‘Repair’ under the Existing Building Code does not require
the Ithaca Fire Department to witness the testing of the affected systems. Systems that have been repaired must still be tested as required by the Fire Code of NYS and NFPA. c. The
Ithaca Fire Department Shall Witness the Acceptance or Reacceptance Testing for the Following Conditions: - Testing of any new installation of a fire alarm, fire suppression, or fire
detection system as required by the Fire Code of New York State. CORNELL UNIVERSITY SECTION 01 77 00 Ithaca, New York PROJECT CLOSEOUT DUFFIELD HALL 330 PROJECT CLOSEOUT 01 77 00-2
LAB RENOVATIONS September 4, 2020 - Hydrostatic testing of sprinkler system where the modification affects more than twenty (20) sprinkler heads and the modified area can be isolated
from the rest of the system - Installation or replacement of a fire pump or drive elements of the fire pump. - A Fire Alarm System with added or deleted components. - A Fire Alarm System
where the wiring or control circuits have been modified. - A Fire Alarm System where the control unit (Fire Alarm Panel) has been replaced or the control unit software has been replaced.
- A smoke control system where the master control unit, individual fan control unit, or fan drive unit has been replaced or modified - An alternative fire suppression system that has
been replaced or the actuation elements have been modified. Except: fusible link replacement. - A modification or extension of the piping fur a fire standpipe system where a hydrostatic
test is required by NFPA 14. B. Final Acceptance: 1. When the items appearing on the report of inspection have been completed or corrected, the Contractor shall so advise the Architect.
After receipt of this notification and Contractor’s certified list of completed items, the Owner's Representative will inform the Contractor of the date and time of final inspection.
A copy of the report of the final inspection containing all remaining contract exceptions, omissions and incomplete work will be furnished to the Contractor. 2. After receipt of notification
of completion and all remaining contract exceptions, omissions and incomplete work from the Contractor, the Architect will make an inspection to verify completion of the exception items
appearing on the report of final inspection. 1.2 SUBMITTALS A. Contractor's List of Incomplete Items: Initial punch list submittal at Substantial Completion. 1. Organize list of spaces
in sequential order, starting with exterior areas first and proceeding from lowest floor to highest floor, listing by room or space number. Organize items applying to each space by
major element, including categories for individual exterior face elevations, ceilings, individual walls, floors, doors, roof levels, casework, equipment, and building systems. B. Contractor's
Certified List of Completed Items: Final signed punch list submittal at Final Completion. C. Certificates of Release: Occupancy permits from authorities having jurisdiction. CORNELL
UNIVERSITY SECTION 01 77 00 Ithaca, New York PROJECT CLOSEOUT DUFFIELD HALL 330 PROJECT CLOSEOUT 01 77 00-3 LAB RENOVATIONS September 4, 2020 1.3 FINAL CLEAN UP A. Upon completion
of the work covered by the Contract the Contractor shall leave the completed Project ready for use and occupancy without the need of further cleaning of any kind and with all Work in
new condition and in perfect order. In addition, upon completion of all Work the Contractor shall remove from the vicinity of the Work all plant, buildings, rubbish, unused materials,
concrete forms and other materials belonging to him or used under its direction during construction or impairing the use or appearance of the property and shall restore such areas affected
by the work to their original condition, and, in the event of its failure to do so, the same shall be removed by the Owner at the expense of the Contractor, and the Contractor and/or
its surety shall be liable therefore. Final clean-up shall include but not be limited to the following: 1. All finished surfaces shall be swept, dusted, washed and polished. This
includes cleaning of the Work of all finishing trades where needed, whether or not cleaning by such trades is included in their respective sections of the specifications. 2. Roofs,
utility tunnels, manholes and pipe trenches and spaces between the new and existing Work shall be left thoroughly cleaned. 3. Finished flooring shall be thoroughly cleaned in accordance
with the manufacturer’s recommendations. 4. Where the finish of floors has been marred or damaged in any space or area, the entire floor of that space or area shall be refinished
as recommended by the manufacturers of the flooring. 5. All equipment shall be in an undamaged, bright, clean, polished and new appearing condition. 6. All new glass shall be washed
and polished, both sides. The Contractor shall be responsible for all breakage of glass in the area of the Work from the commencement of its activities until the building is turned
over to Owner. The Contractor shall replace all broken glass and deliver the entire building with all glazing intact and clean. 7. Provide new filters for all fan convectors after
final cleaning. 8. Refer to exterior clean up. Remove paint and glazing compound from surfaces. B. Clean adjacent structures and improvements of dust, dirt, and debris caused by construction
operations. Return adjacent areas to condition existing before construction operations began. 1.4 MAINTENANCE STOCK A. Turn over to Owner's Representative the maintenance stock specified.
Contractor shall obtain signed receipt from Owner's Representative for all maintenance stock. 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED ***END OF SECTION 01 77 00*** CORNELL
UNIVERSITY SECTION 01 78 22 Ithaca, New York FIXED EQUIPMENT INVENTORY DUFFIELD HALL 330 FIXED EQUIPMENT 01 78 22-1 LAB RENOVATIONS INVENTORY September 4, 2020 SECTION 01 78 22 FIXED
EQUIPMENT INVENTORY 1.0 GENERAL 1.1 FIXED EQUIPMENT INVENTORY A. The Owner shall provide the Contractor with a list of Equipment Types to be inventoried and an Excel template. B. The
Contractor shall populate the template (see Example Equipment List to be inventoried in Section 1.2). Once populated, the Contractor shall electronically return to the list to the
Owner’s Representative. The initial data to be captured on each piece of equipment shall include: 1. Name of Product 2. Equipment Classification 3. Manufacturer 4. Model Number 5.
Serial Number 6. Cost 7. Location (including Building and Room Number) 8. Acquisition Date (Date of Installation) C. The Owner shall from the Contractor provided data create a follow-up
equipment Excel template that contains the MAXIMO ID for the equipment with all the name plate and specification fields for each type of equipment. This template shall then be returned
to the Contractor. D. The Contractor shall be responsible for the initial labeling of the equipment and its’ disconnects with the MAXIMO ID using an electronic label maker. ID labels
shall be in close proximity to Equipment Identification information, visually locatable from the access point to the equipment and on the face of disconnects. E. The Contractor shall
then populate the MAXIMO Equipment Specification Template with the equipment nameplate, specification information, and warranty information. The Contractor shall electronically submit
the equipment data and any related documentation (i.e. - O&M manuals) to the Owner’s Representative. CORNELL UNIVERSITY SECTION 01 78 22 Ithaca, New York FIXED EQUIPMENT INVENTORY
DUFFIELD HALL 330 FIXED EQUIPMENT 01 78 22-2 LAB RENOVATIONS INVENTORY September 4, 2020 F. EXAMPLE EQUIPMENT LIST • Building Equipment • AC Drive/VSD • Air Dryer • Backflow Preventor
• Air Compressor • Building • Sprinkler • Control • Vacuum • Pump • Condensate • Glycol • CWC • HWC • Potable • Sanitary Sewer • Storm Sewer • Sump • Quality Water • Fuel • Fan • Exhaust
• Supply • Return • Fume Hood • Furnace • Generator • Hot Water Heater • Heat Exchangers • Boiler • Tank • Unit Heater • Fan Coil • VAV Box • Transfer Switch • Motor • Pump • Fan •
Lift/Levelers • Water Softener • Reverse Osmosis 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED ***END OF SECTION 01 78 22*** CORNELL UNIVERSITY SECTION 01 78 23 Ithaca, New York
OPERATING AND MAINTENANCE DATA DUFFIELD HALL 330 OPERATING AND 01 78 23-1 LAB RENOVATIONS MAINTENANCE DATA September 4, 2020 SECTION 01 78 23 OPERATING AND MAINTENANCE DATA 1.0 GENERAL
1.1 DESCRIPTION A. The Contractor shall compile product data and related information appropriate for Owner's maintenance and operation of products furnished under the Contract. 1. Prepare
operating and maintenance data as specified in this Section, as referenced in other pertinent sections of Specifications and as necessary to operate the completed work. 2. Operations
and maintenance data, in final format, shall be available to the Owner prior to substantial completion. B. Instruct Owner's personnel in the maintenance of products and in the operation
of equipment and systems. 1.2 FORM OF SUBMITTALS A. Prepare data in the form of an instructional manual for use by Owner's personnel. B. Submit a CD with electronic .pdf files, upload
electronic files to ePM system of complete manual in final form. 1. Format: a. Size: 8-1/2" x 11”. b. Text: Manufacturer's, scanned .pdf and/or neatly typewritten Word file. c. Drawings
in electronic format - Drawings are required in PDF format. Drawings shall be in AutoCAD v14 or higher format. d. Provide fly-leaf for each separate product, and major component parts
of equipment. - Provide type description of product, and major component parts of equipment. - Provide indexed PDF bookmarks. - Provide a series of files organized in subdirectories
with a summary index with hyperlinks to the various documents. CORNELL UNIVERSITY SECTION 01 78 23 Ithaca, New York OPERATING AND MAINTENANCE DATA DUFFIELD HALL 330 OPERATING AND
01 78 23-2 LAB RENOVATIONS MAINTENANCE DATA September 4, 2020 e. Cover: Identify each volume with title "OPERATIONS AND MAINTENANCE INSTRUCTIONS". List: - Title of Project - Identity
of separate structure as applicable. - Identity of general subject matter covered in the manual. 1.3 CONTENT OF MANUAL A. Table of contents, typewritten, for each volume, arranged in
a systematic order. 1. Contractor, name of responsible principal, address and telephone number. 2. A list of each product required to be included, indexed to the content of the volume.
3. List, with each product, the name, address and telephone number of: a. Subcontract or installer. b. Maintenance contractor, as appropriate. c. Identify the area of responsibility
of each. d. Local source of supply for parts and replacement. 4. Identify each product by product name and other identifying symbols as set forth in Contract Documents. B. Product Data:
1. Include only those sheets which are pertinent to the specific product. 2. Annotate each sheet to: a. Clearly identify the specific product or part installed. b. Clearly identify
the data applicable to the installation. c. Delete reference to inapplicable information. C. Submittal Data: 1. Include a record copy of the final, approved product submittal. Record
copy shall be a clean copy (free of notes from the design professional) which has been updated to reflect the “as-installed” system. CORNELL UNIVERSITY SECTION 01 78 23 Ithaca, New
York OPERATING AND MAINTENANCE DATA DUFFIELD HALL 330 OPERATING AND 01 78 23-3 LAB RENOVATIONS MAINTENANCE DATA September 4, 2020 D. Drawings: 1. Supplement product data with drawings
as necessary to clearly illustrate: a. Relations of component parts of equipment and systems. b. Control and flow diagrams. 2. Coordinate drawings with information on Record Documents
to assure correct illustration of completed installation. 3. Do not use Record Documents as maintenance drawings. E. Written text, as required to supplement product data for the particular
installation: 1. Organize in a consistent format under separate headings for different procedures. 2. Provide a logical sequence of instructions for each procedure. F. Original copy
of each warranty, bond and service contract issued. 1. Provide information sheet for Owner's personnel, give: a. Proper procedures in the event of failure. b. Instances which might
affect the validity of warranties or bonds. 1.4 MANUAL FOR MATERIALS AND FINISHES A. Submit electronic .pdf files, upload electronic files to ePM system. B. Content, for architectural
products, applied materials and finishes: 1. Manufacturer's data, giving full information on products: a. Catalog number, size, and composition. b. Color and texture designations. c.
Information required for reordering special-manufactured products. d. Certification as to asbestos free 2. Instructions for care and maintenance: a. Manufacturer's recommendation for
types of cleaning agents and methods. b. Cautions against cleaning agents and methods which are detrimental to the product. c. Recommended schedule for cleaning and maintenance. CORNELL
UNIVERSITY SECTION 01 78 23 Ithaca, New York OPERATING AND MAINTENANCE DATA DUFFIELD HALL 330 OPERATING AND 01 78 23-4 LAB RENOVATIONS MAINTENANCE DATA September 4, 2020 C. Content,
for moisture-protection and weather-exposed products: 1. Manufacturer's data, giving full information on products. a. Applicable standards b. Chemical composition c. Details of installation
2. Instructions for inspection, maintenance, and repair. D. Additional requirements for maintenance data: The respective sections of Specifications. 1.5 MANUAL FOR EQUIPMENT AND SYSTEMS
A. Submit electronic .pdf files, upload electronic files to ePM system. B. Content, for each unit of equipment and system, as appropriate: 1. Description of unit and component parts.
a. Function, normal operating characteristics, and limiting conditions. b. Performance curves, engineering data and tests. c. Complete nomenclature and commercial number of all replaceable
parts. 2. Operating procedures: a. Start-up, break-in, routine and normal operating instructions. b. Regulation, control, stopping, shut-down and emergency instructions. c. Summer and
winter operating instructions. d. Special operating instructions. 3. Maintenance Procedures: a. Routine operations. b. Guide to "trouble-shooting". c. Disassembly, repair and reassembly.
d. Alignment, adjusting and checking. 4. Servicing and lubrication required: a. List of lubricants required. 5. Manufacturer's printed operating and maintenance instructions. CORNELL
UNIVERSITY SECTION 01 78 23 Ithaca, New York OPERATING AND MAINTENANCE DATA DUFFIELD HALL 330 OPERATING AND 01 78 23-5 LAB RENOVATIONS MAINTENANCE DATA September 4, 2020 6. Description
of sequence of operation by control manufacturer. 7. Original manufacturer's parts list, illustrations, assembly drawings and diagrams required for maintenance. a. Predicted life of
parts subject to wear. b. Items recommended to be stocked as spare parts. 8. As-installed control diagrams by controls manufacturer. 9. Each contractor's coordination drawings. a. As-installed
color coded piping diagrams. 10. Charts of valve tag numbers, with the location and function of each valve. 11. List of original manufacturer's spare parts, manufacturer's current prices,
and recommended quantities to be maintained in storage. 12. Other data as required under pertinent sections of Specifications. C. Content, for each electric and electronic system, as
appropriate: 1. Description of system and component parts: a. Function, normal operating characteristics, and limiting conditions. b. Performance curves, engineering data and tests.
c. Complete nomenclature and commercial number of replaceable parts. 2. Circuit directories of panel boards: a. Electrical service. b. Controls. c. Communications. 3. As-installed color
coded wiring diagrams. 4. Operating procedures: a. Routine and normal operating instructions. b. Sequences required. c. Special operating instructions. CORNELL UNIVERSITY SECTION 01
78 23 Ithaca, New York OPERATING AND MAINTENANCE DATA DUFFIELD HALL 330 OPERATING AND 01 78 23-6 LAB RENOVATIONS MAINTENANCE DATA September 4, 2020 5. Maintenance procedures: a. Routine
operations. b. Guide to "trouble-shooting". c. Disassembly, repair and reassembly. d. Adjustment and checking. 6. Manufacturer's printed operating and maintenance instructions. 7. List
of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage. 8. Other data as required under pertinent sections of
Specifications. D. Additional requirements for operations and maintenance data: See the respective sections of Specifications and General Conditions. 1.6 SUBMITTAL REQUIREMENTS A.
Submit through ePM system preliminary draft of proposed formats and outlines of contents thirty (30) calendar days after approved submittals. B. Submit completed data in final form
twenty (20) calendar days prior the Acceptance Phase of the Project. C. Submit specified number of copies of approved data in final form prior to final acceptance. 1.7 INSTRUCTIONS
OF OWNER'S PERSONNEL A. Prior to final inspections or acceptance, fully instruct Owner's designated operating and maintenance personnel in the operation, adjustment and maintenance
of all products, equipment and systems: 1. Instruction time shall be sufficient to fully instruct all shifts of the Owner's operating and maintenance personnel. B. Operations and maintenance
shall constitute the basis of instruction: 1. Review contents of manual with personnel in full detail to explain all aspects of operations and maintenance. C. Submit typewritten statement,
signed by each of Owner's Representatives who have been instructed, describing: 1. Method of Instruction. 2. Equipment and Systems Operated. 3. Length of Instruction Period. CORNELL
UNIVERSITY SECTION 01 78 23 Ithaca, New York OPERATING AND MAINTENANCE DATA DUFFIELD HALL 330 OPERATING AND 01 78 23-7 LAB RENOVATIONS MAINTENANCE DATA September 4, 2020 D. Contractor
is fully responsible until final acceptance, even though operated by Owner's personnel, unless otherwise agreed in writing. 1.8 OPERATING INSTRUCTIONS A. List under clear plastic (1/8"
thick) all operating, maintenance and starting precautions and procedures to be followed by Owner for operating all systems and equipment. 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT
USED ***END OF SECTION 01 78 23*** CORNELL UNIVERSITY SECTION 01 78 36 Ithaca, New York WARRANTIES AND BONDS DUFFIELD HALL 330 WARRANTIES AND BONDS 01 78 36-1 LAB RENOVATIONS September
4, 2020 SECTION 01 78 36 WARRANTIES AND BONDS 1.0 GENERAL 1.1 DESCRIPTION The Contractor shall: A. Compile specified warranties and bonds. B. Compile specified service and maintenance
contracts. C. Co-execute submittals when so specified. D. Review submittals to verify compliance with Contract Documents. E. Submit to Architect for transmittal to Owner. 1.2 SUMMARY
A. This Section specifies general administrative and procedural requirements for warranties and bonds required by the Contract Documents, including manufacturers standard warranties
on products and special warranties. 1. Refer to the General Conditions for terms of the Contractor's special warranty of workmanship and materials. 2. General closeout requirements
are included in Section 01 77 00 - "Project Closeout." 3. Specific requirements for warranties for the Work and products and installations that are specified to be warranted, are included
in the individual Sections of Divisions 2 through 40. 4. Certifications and other commitments and agreements for continuing services to Owner are specified elsewhere in the Contract
Documents. B. Disclaimers and Limitations: Manufacturer's disclaimers and limitations on product warranties do not relieve the Contractor of the warranty on the Work that incorporates
the products, nor does it relieve suppliers, manufacturers, and subcontractors required to countersign special warranties with the Contractor. 1.3 DEFINITIONS A. Standard Product Warranties
are pre-printed written warranties published by individual manufacturers for particular products and are specifically endorsed by the manufacturer to the Owner. B. Special Warranties
are written warranties required by or incorporated in the Contract Documents, either to extend time limits provided by standard warranties or to provide greater rights for the Owner
CORNELL UNIVERSITY SECTION 01 78 36 Ithaca, New York WARRANTIES AND BONDS DUFFIELD HALL 330 WARRANTIES AND BONDS 01 78 36-2 LAB RENOVATIONS September 4, 2020 1.4 QUALITY ASSURANCE
A. Use adequate care and diligence to review Contract Documents to identify detailed requirements relating to warranties and bonds. B. Verify that each item required for this submittal
conforms with specified requirements. 1.5 WARRANTY REQUIREMENTS A. In addition to standard and special warranties described in Divisions 2 through 40, Contractor shall warrant Work
included in this project, for a minimum period of one (1) year following acceptance of a Certificate of Substantial Completion by Owner, to cover performance, materials, workmanship
and compliance with Contract Documents. B. Corrective Work: Provide service within thirty (30) calendar days when requested by Owner. Perform services during normal working hours, unless
specifically directed otherwise by Owner. Coordinate with Owner’s representative to schedule performance of corrective work. Where designated service providers cannot perform corrective
work within the Owner’s required time frame, engage another qualified service provider. Submit a written statement to Owner upon completion of corrective work; document work performed
and list outstanding items, if any. 1. When a completed breakdown of a piece of equipment occurs of the malfunction of a system affects the environment or program involving 50 or more
persons at a time (employees and students combined), or creates a safety or security risk to the Owner, an EMERGENCY may be declared by the Owner. The Owner may declare an emergency
as defined above at which time the service response must be within 4 hours and may require action during non-normal working hours. 2. When an emergency condition occurs, the Owner may
take immediate corrective action to relieve the problem by making, a minimum as possible, temporary adjustments and/or repairs when necessary to decrease the problem until the designated
Contractor’s representative can respond. These temporary adjustments and repairs will in no way jeopardize the existing warranty. 3. The Owner’s service staff will advise the Contractor’s
Representative of all temporary adjustments and repairs done in relation to the malfunctioning equipment or facility. 4. If the Contractor fails to respond with actual service within
four (4) hours, and/or the necessary repairs or adjustments are not satisfactorily complete twenty-four (24) hours, the Owner will have the authority to make the necessary repairs or
adjustments and charge the Contractor for parts and labor. 5. If all adjustments and repairs done by the Owner in relation to the above conditions are done by authorized district personnel,
there will be no negative effect of future warranty claims. C. Related Damages and Losses: When correcting failed or damaged warranted Work, remove and replace other Work that has been
damaged as a result of such failure or that must be removed and replaced to provide access for correction of warranted Work. CORNELL UNIVERSITY SECTION 01 78 36 Ithaca, New York WARRANTIES
AND BONDS DUFFIELD HALL 330 WARRANTIES AND BONDS 01 78 36-3 LAB RENOVATIONS September 4, 2020 D. Reinstatement of Warranty: When Work covered by a warranty has failed and been corrected
by replacement or rebuilding, reinstate the warranty by written endorsement. The reinstated warranty shall be equal to the original warranty with an equitable adjustment for depreciation.
E. Replacement Cost: Upon determination that Work covered by a warranty has failed, replace or rebuild the Work to an acceptable condition complying with requirements of Contract Documents.
The Contractor is responsible for the cost of replacing or rebuilding defective Work regardless of whether the Owner has benefited from use of the Work through a portion of its anticipated
useful service life. F. Owner's Recourse: Expressed warranties made to the Owner are in addition to implied warranties, and shall not limit the duties, obligations, rights and remedies
otherwise available under the law. Expressed warranty periods shall not be interpreted as limitations on time in which the Owner can enforce such other duties, obligations, rights,
or remedies. G. Contractor's Procurement Obligations: Do not purchase, subcontract for, or allow others to purchase or subcontract for materials or units of Work for Project where
a special project guaranty, specified product warranty, certification, or similar commitment is required until it has been determined that entities required to sign or countersign such
commitments are willing to do so. H. Specific Warranty. Where a special warranty, certification, or similar commitment is required on such Work or part of the Work, the Owner reserves
the right to refuse to accept the Work until the Contractor presents evidence that entities required to countersign such commitments are willing to do so. 1.6 SUBMITTAL REQUIREMENTS
A. Submit written warranties to the Architect prior to the date certified for Substantial Completion. If the Architect’s Certificate of Substantial Completion designates a commencement
date for warranties other than the date of Substantial Completion for the Work, or a designated portion of the Work, submit written warranties upon request of the Architect or Owner.
1. When a designated portion of the Work is completed and occupied or used by the Owner, by separate agreement with the Contractor during the construction period, submit properly
executed warranties to the Architect and Owner within fifteen (15) days of completion of that designated portion of the Work. B. When a special warranty is required to be executed by
the Contractor, or the Contractor and a subcontractor, supplier or manufacturer, prepare a written document that contains appropriate terms and identification, ready for execution by
the required parties. Submit a draft to the Owner through the Architect for acceptance prior to final execution. 1.7 SUBMITTALS REQUIRED A. Submit warranties, bonds, and service and
maintenance contracts as specified in the respective sections of Specifications. Submit a schedule listing all required warranties. 2.0 PRODUCTS – NOT USED CORNELL UNIVERSITY SECTION
01 78 36 Ithaca, New York WARRANTIES AND BONDS DUFFIELD HALL 330 WARRANTIES AND BONDS 01 78 36-4 LAB RENOVATIONS September 4, 2020 3.0 EXECUTION 3.1 FORM OF SUBMITTALS A. The Warranties
and Bonds shall be in electronic pdf format. Each submission shall include the title of the Project and the name of the Contractor. B. Provide a series of files organized in subdirectories
with a summary index with hyperlinks to the various documents and or references. C. Assemble warranties, bonds and service and maintenance contracts, executed by each of the respective
manufacturers, suppliers and subcontractors. D. Table of Contents: Neatly typed, in orderly sequence. Provide complete information for each item. 1. Product or work item. 2. Item
description. 3. Notation of what the equipment serves (e.g. – Provides perimeter heat) 4. Warranty Provider. Is the warranty provided by a manufacturer or installer? 5. Firm, with
name of principal and responsible party, address and telephone number. 6. Scope. 7. Duration. a. Date of beginning of warranty, bond or service and maintenance contract b. End date
of warranty, bond or service and maintenance contract. 8. Provide information for Owner's personnel: a. Proper procedure in case of failure. b. Instances which might affect the validity
of warranty or bond. 9. Contractor, name of responsible principal, address and telephone number. 3.2 TIME OF SUBMITTALS A. Make final submittals within ten (10) days after Date of Substantial
Completion, prior to final request for payment. B. For items of work when acceptance is delayed materially beyond the Date of Substantial Completion, provide updated submittal within
ten (10) days after acceptance, listing the date of acceptance as the start of the warranty period. ***END OF SECTION 01 78 36*** CORNELL UNIVERSITY SECTION 01 78 39 Ithaca, New York
RECORD DOCUMENTS DUFFIELD HALL 330 RECORD DOCUMENTS 01 78 39-1 LAB RENOVATIONS September 4, 2020 SECTION 01 78 39 RECORD DOCUMENTS 1.0 GENERAL 1.1 DESCRIPTION A. The Contractor
shall maintain at the site, during construction, one record copy of: 1. Drawings 2. Specifications 3. Addenda 4. Change Orders and other Modifications to the Contract 5. Architect's
Field Orders or written instructions. 6. Final Shop Drawings, Product Data and Samples 7. Field Test records 8. Construction photographs 1.2 MAINTENANCE OF DOCUMENTS AND SAMPLES A.
Store documents and samples in Contractor's field office apart from documents used for construction. 1. Provide files and racks for storage of documents. 2. Provide cabinet or storage
space for storage of samples. B. File documents and samples in accordance with Data Filing Format of the Uniform Construction Index. C. Maintain documents in a clean, dry, legible condition
and in good order. Do not use record documents for construction purposes. D. Make documents and samples available at all times for review by the Owner’s Representative and the Architect.
1.3 RECORDING A. Label each document "AS BUILT" in neat large printed letters. B. Record information concurrently with construction progress. 1. Do not conceal any work until required
information is recorded. CORNELL UNIVERSITY SECTION 01 78 39 Ithaca, New York RECORD DOCUMENTS DUFFIELD HALL 330 RECORD DOCUMENTS 01 78 39-2 LAB RENOVATIONS September 4, 2020 C.
Drawings As built drawings shall consist of making any changes neatly and clearly on the Contract Drawings using colored ink or pencil, shall be kept current by the contractor on a
day-to-day basis in concert with the progress of the work. Where applicable, the change marked on a drawing is to carry the notation “per Change Order No. X”, or similar reference
which cites the reason for the change. As an alternative approach the Contractor can submit a plan for producing the “As-Built” drawings via electronic mark-up in Bluebeam, Adobe Professional,
or other similar program as an alternative to colored pencil or ink mark-ups. Such plan shall be subject to approval of the Owner. The day-to-day construction as built drawings shall
be made available to the Architect or Owner’s Representative for review upon request. The "As built" drawings shall show all changes to the following areas of construction: 1. Architectural:
a. Modifications to components dictated by the building code b. Wall, door, window locations c. Built in casework locations d. New rated door and wall schedules/ locations e. Material
and products where submittals are requested 2. Civil and Structural a. Dimensions for load carrying elements, both horizontal and vertical b. Materials and products where submittals
are requested c. Load carrying elements and foundation systems d. Site related elements including: - Building outlines, entranceways, areaways, roof overhangs, downspouts, significant
architectural projections and other pertinent data. e. All significant changes in foundations, columns, beams, openings, concrete reinforcing, lintels, concealed anchorages and "knock-out"
panels made during construction. f. Building envelope systems including roofing systems and building shell systems g. Geotechnical subsurface information h. Items that will require
future maintenance i. Life safety critical items CORNELL UNIVERSITY SECTION 01 78 39 Ithaca, New York RECORD DOCUMENTS DUFFIELD HALL 330 RECORD DOCUMENTS 01 78 39-3 LAB RENOVATIONS
September 4, 2020 3. Mechanical (HVAC, Plumbing and Fire Protection) a. Products where submittals are requested b. Final locations of all equipment. c. Final sizes and materials of
piping and ductwork. d. Final locations of inaccessible piping and ductwork. e. Final locations of all controls equipment, including all sensors and actuators. f. Final locations of
all valves and dampers, including all shutoff valves, balance dampers and fire dampers. g. Location of access doors for all equipment in concealed locations. h. Final location and arrangement
of all mechanical equipment and concealed gas, sprinkler, domestic, sanitary and drainage systems piping and other plumbing, including, but not limited to, supply and circulating mains,
principal valves, meters, clean-outs, drains, pumps and controls, vent stacks, sanitary and storm water drainage. 4. Electrical a. Products where submittals were requested. b. Circuit
(wire and raceway) size, number, and type. c. Main circuit pathways for Fire Alarm, Emergency Power, and Access Control/Security systems. d. Final locations of equipment and devices,
interior and exterior luminaires, and power supplies. e. Final location of electric signal system panels, final arrangement of all circuits and any significant changes made in electrical
signal system design as a result of Change Order or job conditions. 5. Environmental a. Utility related elements and supporting infrastructure b. Storm water maintenance/testing access
points c. Location of unusual excavation findings / contaminated soil (i.e. mercury uncovered during excavation, also on-site spills during construction), including quantity excavated/disposed.
CORNELL UNIVERSITY SECTION 01 78 39 Ithaca, New York RECORD DOCUMENTS DUFFIELD HALL 330 RECORD DOCUMENTS 01 78 39-4 LAB RENOVATIONS September 4, 2020 D. Specifications and Addenda
Legibly mark each section to record: 1. Manufacturer, trade name, catalog number, and Supplier of each product and item of equipment actually installed. 2. Changes made by Field Order
or by Change Order. 1.4 SUBMITTAL A. At Contract close-out, deliver copies of all record documents to the Owner’s Representative. B. Accompany submittal with transmittal letter in duplicate,
containing: 1. Date 2. Project title and number 3. Contractor's name and address 4. Title and number of each record document 5. Certification that each document is complete and accurate
6. Signature of Contractor or its authorized representative. 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED ***END OF SECTION 01 78 39**