HomeMy WebLinkAboutAddendum 2CORNELL UNIVERSITY OLIN LIBRARY TERRACE RENEWAL
FACILITIES CONTRACTS
121 HUMPHREYS SERVICE BUILDING
ITHACA, NEW YORK 14853-3701
ADDENDUM NO. 2
May 21, 2019
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.
INSTRUCTION TO BIDDERS
Item 1. Instruction to Bidders, INS-1, Item 3.b.
DELETE “…not later than 2:00PM on May 28, 2019.”
REPLACE with “…not later than 2:00PM on May 29, 2019.”
TECHNICAL SPECIFICATIONS
Item 2. Specification 02 82 13 Asbestos Abatement
DELETE in its entirety.
REPLACE with 02 82 13 Asbestos Abatement dated May 17, 2019, attached.
Item 3. Specification 07 52 16, Item 2.11.e.
DELETE the reference to “TUDOR FINISH”
DRAWINGS
Item 4. Drawing L-102, Site Improvement Plans
INSERT the following table below the “Plant List – Shrubs”
Item 5. ADD attached drawing SJD-01, dated 05/17/19.
Item 6. ADD attached drawing SJD-02, dated 05/17/19.
Item 7. ADD attached drawing SJD-03, dated 05/17/19.
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Addendum No. 2
May 21, 2019
Page 2
Item 8. Drawing A-101, Detail 1
DELETE the following note on the east walkway below the Work Point Legend.
REPLACE ASPHALT WALKWAY
ADD the following note:
REFER TO THE L-SERIES DRAWINGS
Item 9. Drawing A-202, Detail 3
REPLACE Detail title to read:
CHEEK WALL ELEVATION – ROOF C
Item 10. Drawing A-203
DELETE in its entirety.
REPLACE with revise drawing A-203, dated May 17, 2019, attached.
Item 11. Drawing A-303
DELETE in its entirety.
REPLACE with revised drawing A-303, dated May 17, 2019, attached.
Item 12. Drawing A-305
DELETE in its entirety.
REPLACE with revised drawing A-305, dated May 17, 2019, attached.
Item 13. Drawing A-306
REPLACE all references to “SLEEVE” with “POST BASE.”
Item 14. Drawing A-307, Detail 8
DELETE the 2’-0” dimension in the gray toned area.
Item 15. Drawing A-307, Detail 9
DELETE detail in its entirety.
REPLACE with drawing JD-2, dated May 17, 2019, attached.
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Addendum No. 2
May 21, 2019
Page 3
Item 16. Drawing A-307, Detail 12
DELETE detail in its entirety.
REPLACE with drawing JD-3, dated May 17, 2019, attached.
Item 17. Drawing A-501, Detail 5
DELETE detail in its entirety.
REPLACE with drawing JD-4, dated May 17, 2019, attached.
Item 18. Drawing, A-501, Detail 4
ADD the following General Note:
CONTRACTOR TO TAKE EXTRA PRECAUTIONS AT EACH COLUMN
LOCATION WHERE AIR CAVITY MAY DRAW/DRAFT CONSTRUCTION
ODORS, SMOKE, ETC. INTO THE BUILDING – COORDINATE WITH THE
UNIVERSITY.
Item 19. Drawing A-501, Detail 2
CLARIFICATION of the dimension that is cropped off at the top of the detail.
CHANGE to read “6” TYPICAL”.
Item 20. Drawing A-503, Detail 2
DELETE the following note:
ESCUTCHEON TRIM TYP. GRANITE STONE SET ON SHIMS. ½”
OVERHANG TYP.
REPLACE with the following note:
ESCUTCHEON TRIM TYP. GRANITE STONE SET ON SHIMS. 1” OVERHANG
TYP.
Item 21. Drawing A-503, Detail 4
ADD drawing JD-6, dated May 17, 2019, attached.
Item 22. Drawing A-503, Detail 5
DELETE the following note and refer to the S-Series drawings:
1/2” DIA. S.S. EPOXY ANCHORS (EMBEDMENT 3 ½”)
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Addendum No. 2
May 21, 2019
Page 4
Item 23. Drawing A-503, Detail 5
CLARIFICATION of the 1’-3” dimension directly below the note “Welded stainless
steel anchor pin. ¼”fillet weld all around”
CHANGE the right 1’-3” dimension to read 1’-1”.
Item 24. Drawing A-503, Detail 6
ADD the following General Note:
THE STAINLESS STEEL SUPPORT PLATE SHOWN IN DETAIL 6/A-503 IS NOT
SHOWN FOR CLARITY. THE SUPPORT PLATES SHALL BE CONTINUOUS
FROM THE BREAK IN PLANE AT THE TOP OF THE RAMP TO A POINT
APPROXIMATELY 2’-3” UPSLOPE OF THE BOTTOM PLANE BREAK.
Item 25. Drawing A-503, Detail 5
DELETE the following note:
STAINLESS STEEL ANCHOR PINS SET IN EPOXY. PROTECT LIQUID RESIN
FLASHING WITH STAINLESS STEEL PIN CAP.
REPLACE with:
STAINLESS STEEL ANCHOR PINS SET IN EPOXY AT 2’-0” O.C. PROTECT
LIQUID RESIN FLASHING WITH STAINLESS STEEL PIN CAP.
Item 26. Drawing, A-504, Detail 7
CLARIFICATION of detail reference tag 7A on the elevation and ADD direction arrow
pointing to the right.
Item 27. Drawing A-504, Detail 7
DELETE the following note:
4’x5”x ¼” HOT DIPPED GALVANIZED CLIP ANGLES SET IN WATER CUTOFF
MASTIC ON LIQUID RESIN FLASHING.
REPLACE with:
4’x5”x ¼” LLH HOT DIPPED GALVANIZED CLIP ANGLES SET IN WATER
CUTOFF MASTIC ON LIQUID RESIN FLASHING.
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Addendum No. 2
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Page 5
Item 28. Drawing A-505, Detail 4
CLARIFICATION of the long vertical dimension defining the height of the copper
fascia.
CHANGE to read: 1’-1” VERIFY IN FIELD
Item 29. Drawing A-505, Detail 4
CLARIFICATION of the short vertical dimension defining the liquid resin vertical leg.
CHANGE to read “4”
Item 30. Drawing A-505, Detail 6
DELETE detail in its entirety.
REPLACE with revised drawing JD-05, dated May 17, 2019, attached.
Item 31. Drawing A-506, Detail 2
ADD the following note to the right side of the detail:
SLUSH THE COLLAR JOINT SOLID WITH MORTAR
Item 32. Drawing A-506, Detail 4
DELETE the following note:
SECURE WITH 1/2” DIA. S.S. EPOXY ANCHORS (EMBEDMENT 3 1/2”) SPACING
AT 4’-0” O.C.
REPLACE with:
SECURE WITH 1/2” DIA. S.S. EPOXY ANCHORS (EMBEDMENT 3 1/2”) SPACING
AT 2’-0” O.C.
Item 33. Drawing A-506, Detail 7
DELETE the following note:
TIN-ZINC COATED COPPER PIN CAP FULL SOLDERED
REPLACE with:
TIN-ZINC COATED COPPER PIN CAP FULL SOLDERED. SPACING AT
2’-0” O.C.
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Addendum No. 2
May 21, 2019
Page 6
Item 34. Drawing A-506, Detail 8
ADD the following note pointing to the ½” epoxy anchor securing the granite:
SPACING AT 2’-0” O.C.
Item 35. Drawing E-101 “General Notes”
ADD the following note:
5. CONTRACTOR TO PROVIDE A SHOP DRAWING LOCATING ALL
EXTERIOR CONDUIT RUNS INCLUDING BUT NOT LIMITED TO THOSE
MOUNTED ON THE SURFACE OF THE ROOF MEMBRANE AND THOSE
SUPPLYING THE LOWER STAIR LANDING.
Item 36. Drawing A-203
DELETE in its entirety.
REPLACE with revised A-203, attached.
Item 37. Drawing A-303
DELETE in its entirety.
REPLACE with revised A-303, attached.
Item 38. Drawing A-305
DELETE in its entirety.
REPLACE with revised A-305, attached.
Item 39. RFI Questions and Clarifications
See attached RFI Log (Items 1-3).
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Addendum No. 2
May 21, 2019
Page 7
Attachments: Technical Specification 02 82 13
Drawing SJD-01 Stair Landing - Part Plan
Drawing SJD-02 Enlarged Stair Stringer Support
Drawing SJD-03 Stair & Tread Support
Drawing JD-02 Detail
Drawing JD-03 Detail
Drawing JD-04 Detail
Drawing JD-05 Detail
Drawing JD-06 Detail
Drawing A-203
Drawing A-303
Drawing A-305
RFI Log (Items 1-3)
****END OF ADDENDUM****
CORNELL UNIVERSITY SECTION 02 82 13
Ithaca, New York ASBESTOS ABATEMENT
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SECTION 02 82 13 - ASBESTOS ABATEMENT
PART 1 - GENERAL
1.1 SUMMARY
A. Furnish all labor, materials facilities, equipment, services, employee training and testing, and permits
necessary to perform the disposal in accordance with these specifications, the latest regulations from the
U.S. Environmental Protection Agency (EPA), the Occupational Safety and Health Administration
(OSHA), the State of New York (includes Code Rule 56), the recommendations of the National Institute
of Occupational Safety and Health (NIOSH), and any other applicable federal, state and local government
regulation. Whenever there is a conflict or overlap of the above references, the most stringent provision
is applicable.
1. Scope of work generally consists of but is not limited to removal of asbestos co ntaining materials
(ACM) around door frames and metal column covers on the roof areas as indicated on the
drawings, notes and test reports.
B. All work is to be done in accordance with Part 56 of Title 12 NYCRR. The Contractor's attention is
directed to the following special requirements:
1. All operations are to be confined to areas indicated.
2. The Contractor is to submit a work plan and schedule showing the containment areas.
3. Moveable objects within the work areas will be removed from these areas by the Owner. Large
objects remaining in place must be cleaned and covered in accordance with this Section.
4. The work may be completed in accordance with In-Plant operations provided that all applicable
NYSDOL ICR56 and OSHA 29 CFR 1926.1101 requirements are met.
C. Related Requirements:
1. Section 02 31 26 "Existing Hazardous Materials Information” for sampling and testing results.
1.2 QUALIFICATIONS
A. Owner approval is required of the asbestos abatement Contractor qualifications and will be based upon
submission at the time of bidding by the Contractor evidence of the following:
1. Personnel:
a. Competent Person (as defined by OSHA 29 CFR 1926.1101):
1) Education and Training: Demonstrate education and specialized training with
successful completion of examination of an EPA approved course.
2) Minimum Experience: Participation in two projects of comparable complexity with
this project.
b. Superintendent and Foreman:
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1) Training and knowledge of applicable regulations and expertise in safety and
environmental protection as evidenced by the participation and successful
completion of training course offered by an EPA endorsed education institutio n.
2) Experience with abatement work as evidenced through participation in at least two
asbestos abatement projects of comparable complexity with this project.
c. Workmen:
1) Training as evidenced by the participation and successful completion of training
course given by a qualified competent person on all aspects of the latest OSHA
regulations for asbestos abatement work.
2) Skills and experience with all phases of abate ment work as evidenced through
participation in at least two asbestos abatement projects of compara ble complexity
with this project.
1.3 CODE RULE 56 LICENSING & CERTIFICATION – NYS DOL REQUIREMENTS
A. The Contractor must hold a current valid asbestos handling license issued by the Commissioner of
Health.
B. A copy of a valid asbestos handling license or other p roof of the issuance of a valid asbestos handling
license deemed suitable by the NYS Commissioner of Health shall be submitted with the bid.
C. A copy of a valid asbestos handling license shall be conspicuously displayed approximate to but outside
the work area during the duration of the project.
D. The Contractor shall permit only those persons who hold valid asbestos handling certificates and are at
least 18 years old to engage in work on this project.
1.4 CODE RULE 56 NOTICE & RECORDKEEPING – NYS DOL REQUIREMENTS
A. The Contractor shall maintain for at least forty (40) years, a record of each asbestos project in which the
Contractor engages. Such record shall include the following information: the name, address, and social
security number of the person who shall supervise the asbestos project; the amount of asbestos or
asbestos materials that was installed, removed, enclosed, applied, encapsulated, or disturbed; the star ting
and completion date of the asbestos project; the name and address of the deposit or waste disposal site or
sites where the asbestos waste materials was deposited or disposed of; the name and address of any sites
that were used for the interim storage of asbestos or asbestos waste materials prior to final deposit or
disposal; the name and address of any transporters that were used to transport asbestos waste material; the
name, address and social security number of all persons who were engaged in the asbestos project.
1.5 POSTING AND FILING REGULATIONS
A. Post all notices required by applicable federal state or local regulations. A copy of any (AV=s)
APPLICABLE VARIANCES and job specific variances granted shall be posted at the entrance to the
personal decontamination enclosure provided at the work area. Maintain two (2) copies of applicable
federal, state and local regulations and standards. Maintain one (1) copy of each at job site. Keep on file
in Contractor's office, one copy of each.
CORNELL UNIVERSITY SECTION 02 82 13
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1.6 SUBMITTALS AND NOTICES
A. Prior to Commencement of Work, the Abatement Contractor shall submit the following documents t o the
Owner/ Architect. No work will be allowed to start until these documents have been reviewed.
1. Construction abatement schedule including but not limited to the following:
a. Phase area sequencing and timetable.
b. Size, length and number of work shifts per day/per week.
c. Mobilization schedule.
2. Satisfactory proof that written notification has been provided to the EPA regional office with
jurisdiction over the project area, and/ or the New York Department of Labor Asbestos Control
Bureau.
3. Proof that all required permits, disposal site locations, and arrangements for transportation and
disposal of asbestos contaminated materials, supplies and the like have been obtained.
4. Material Safety Data Sheets (OSHA form 174 or equivalent) for all chemicals used during work
performed under this section.
5. Submit a written description of plans for providing temporary power and usage of ground fault
interrupters.
6. Manufacturers' certification that vacuums, ventilation equipment, and other equipment required to
contain airborne fibers conform to HEPA filtratio n requirements.
7. Documentation certifying that all Contractor's employees engaged in abatement work have a valid
abatement license demonstrating compliance with Code Rule Park 56, Title 12 of the New York
State Department of Labor.
8. Certification from manufacturer of surfactant or removal encapsulant that the material, if used in
accordance with manufacturer's instructions, will wet asbestos containing materials to which it is
applied as required by the National Emission Standard for Hazardous Pollutants Asbestos
Regulations (NESPHAPS) (40 CFR 61 Subpart M).
B. The Contractor shall provide written notification to Owner's representative of his intent to start work at
least 10 days in advance. In no case will the Contractor start work until authorization to proceed is
received. Upon review by the owner, the contractor shall make notice to all residential and/or
commercial occupants a minimum of 10 calendar days in advance of commencement of work for large
projects and 3 calendar days in advance for small and minor projects.
C. Contractor shall submit a notarized statement, signed by an officer of the company, containing the
following information:
1. A record of any citations issued by Federal, State, or Local regulatory agencies relating to asbestos
abatement activity. Include projects, dates and resolutions.
2. A list of penalties incurred through non compliance with asbestos abatement project specifications
including liquidated damages, overruns in scheduled time limitations and resolutions.
3. Situations in which an asbestos related contract has been terminated including projects, dates and
reasons for terminations.
4. A listing of any asbestos related legal proceedings/claims in which the Contractor (or emp loyees
scheduled to participate in this project) have participated or are currently involved. Include
descriptions of role, issue and resolution to date.
1.7 PERSONNEL PROTECTION
A. Prior to commencement of work, the workers shall be instructed and be knowledgeable and have had
instruction on the hazards of asbestos exposure, on use and fitting of respirators, on protective dress, on
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use of showers, on entry and exit from work areas, and on all aspects of work procedures and protective
measures. Also, all employees shall receive appropriate medical examinations and have successfully
passed a fit test for the respirator to be work. As a minimum, medical exams must be consistent with
requirements in OSHA regulation 29 CFR 1926.1101.
B. Work Protection shall comply with OSHA 29 CFR 1926.1101 (Respiratory Protection).
C. Visitor Clothing:
1. The Contractor shall provide authorized visitors with suitable respirator, protective clothing,
gloves, headgear, eye protection, and footwear as described herein, whenever they enter t he work
area.
D. OSHA De-Contamination Equipment Room and Wash Station Work Procedures
1. Class II asbestos work operations may utilize an OSHA wash station as described in OSHA
1926.1101 (j)(2).
E. Work Area Entry and Exit Procedures
1. Entry/Exit Log: All persons who enter the work area or an enclosure shall sign the entry/exit log
upon every entry and exit.
1.8 EQUIPMENT DECONTAIMINATION AND REMOVAL PROCEDURES
A. First Cleaning: External surfaces of contaminated containers and equipment shall be cleaned by wet
cleaning and/or HEPA vacuuming in the equipment room or wash area before moving such items out of
the regulated work area.
B. Containerizing: The cleaned containers of asbestos material and equipment are to be dried of any
excessive pooled or beaded liquid, placed in uncontaminated plastic bags or sheeting, as the item's
physical characteristics demand, and sealed airtight.
1.9 DISPOSAL ACTIVITIES
A. It is the responsibility of the Contractor to comply with current federal, state and local regulations
concerning the waste handling, transportation and disposal of ACM.
B. The Contractor will document actual disposal of the waste at the designated landfill by completing
Disposal Certificate or submitting proof of landfill receipt.
C. Non-friable material, as defined as Type I by NESHAPS, is to be disposed of as construction debris.
1.10 VARIANCES
A. It is the Contractor's responsibility to apply and pay for any required variances for methods under wh ich
he intends to conduct the work. The variances are to be submitted by a Project Designer to DOL and this
office for review and approval.
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PART 2 - PRODUCTS
2.1 MATERIALS
A. Damaged or deteriorating materials shall not be used and shall be removed fr om the premises. Materials
that become contaminated shall be disposed of in accordance with applicable regulations.
B. Fire resistant polyethylene sheet, of 6-mil thickness shall be used unless otherwise specified.
Polyethylene sheets shall be sized to minimize the frequency of joints.
C. Waterproof vinyl tape shall be capable of sealing joints of adjacent sheet of polyethylene and for use in
attachment of polyethylene sheet to finish or unfinished surfaces of similar materials and shall be capable
of adhering under dry and wet conditions.
D. Sealable polyethylene bags of 6-mil minimum thickness shall be used.
E. Provide spray adhesive for sealing polyethylene to polyethylene.
F. Wetting agent shall be a mixture of 50:50 polyoxyethylene ether and polyo xyethylene ester of equivalent,
commercially available product. Wetting agent shall generally be non-toxic and non-carcinogenic.
G. Water based, non-solvent spray poly for walls, floors and glass, application equipment and mineral spirit
cleaning solution.
H. Encapsulant materials shall be an EPA approved bridging and penetration type and conform with the
following characteristics:
1. Encapsulants shall not be solvent-based or utilize a hydrocarbon in the liquid in which the solid
parts of the encapsulant are suspended.
2. Encapsulant shall not be flammable.
2.2 TOOLS AND EQUIPMENT
A. Provide suitable tools for removal of asbestos containing materials. Metal shovels shall not be used to
pick up or remove waste products.
B. Provide sufficient number of HEPA filtered vacuum cleaners equipped with wet pick up adaptors, steel
floor wands, crevice tools, and carpet tools.
C. Airless sprayers capable of spraying amended water shall be provided in sufficient number to allow
continuous uninterrupted work.
D. Asbestos filtration devices shall utilize high efficiency particulate absolute (HEPA) filtration Systems.
E. Transportation Equipment: Transportation equipment, as required, shall be suitable for loading,
temporary storage, and unloading of contaminated waste without exposure to persons or p roperty, and
shall be quiet in motion if used within the building.
F. Power tools used to drill, cut, saw or otherwise disturb asbestos material shall be equipped with HEPA
filtered local exhaust ventilation.
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G. Ladders and/or Scaffold: Scaffolds and ladders shall comply with all applicable codes. Scaffold joints
and ends shall be sealed with tape to prevent incursion of asbestos. The Contractor shall make availabl e
to authorized visitors, ladders and/or scaffolds of sufficient dimension and quantity so that all work
surfaces can be easily and safely reached.
PART 3 - EXECUTION
3.1 TEMPORARY POWER AND LIGHTING
A. Contractor is responsible to provide temporary power for equipment an d lighting within the work area.
Existing power within the work area must be shut down and cannot be used as a temporary source.
Contractor shall insure safe installation and use of power and lighting within the work site per applicable
electrical code requirements and provide safety lighting and ground fault interrupter circuits as power
source of electrical equipment and lighting. The Owner will provide a power sou rce for temporary power
and lighting.
3.2 EQUIPMENT DECONTAIMINATION AND OSHA WASH STATION
A. Construct OSHA Wash Station (as a minimum) in accordance with OSHA regulation 1926.1101,
consisting of an equipment room or area adjacent to the regulated work area for the decontamination of
workers and their equipment.
3.3 WINDOWS, DOORS, OPENINGS AND STAIRS
A. Critical barriers shall be placed over all openings to the regulated area. Heating and ventilation air intake
sources shall be isolated or the ventilation system shut down. Polyethylene sheeting consisting of two
layers of 6 mil thickness, sealed with tape at all joints and edges. Polyethylene shall be sized to minimize
seams.
3.4 EMERGENCY EXITS
A. Maintain emergency and fire exits from the work areas.
B. A diagram of all emergency and fire exits must be prepared and displayed in a conspicuous location in
the clean room.
3.5 MAINTENANCE OF EQUIPMENT DECONTAMINATION AREA AND WORK AREA
BARRIERS
A. Inspection of Barriers: All plastic barriers inside the work area shall be inspected by the asbestos
Contractor supervisor at least twice daily. The barriers shall be inspected before the start of and
following the completion of day's abatement activities. Inspections and observations shall be documented
in a daily project log.
3.6 WORK AREA INSPECTIONS
CORNELL UNIVERSITY SECTION 02 82 13
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A. The Contractor shall request and inspection, in writing, to the Building Owner, Architect and Owners
Project Monitor at least 24 hours in advance of the time the inspection is required. All inspections shall
be performed under conditions of adequate lighting.
1. Daily Visual Inspection:
a. Throughout the abatement operations, the Project Monitor shall conduct daily, periodic
work area inspections to ensure the work practices employed by the Contractor conform
with the specification requirements.
2. All items demonstrating noncompliance shall be submitted in writing to the Building Owner and
Contractor followed by corrective actions as necessary.
3.7 ASBESTOS CONTAINING MATERIALS
A. Dry Removal or Disturbance: No dry removal or disturbance of asbestos materials shall be permitted.
B. Wetting requirements: The asbestos material shall be wetted frequently with amended water. Sufficient
time shall be allowed for penetration to occur prior to abatement activities. All friable materials shall be
saturated. All non-hydroscopic asbestos material shall be thoroughly wetted on a continuous basis.
C. Handling: Asbestos material on detachment from the substrate shall be directly bagged or dropped into a
flexible catch basin and subsequently bagged.
D. Chutes: For asbestos material dropped distances greater than ten (10) feet, dust tight, enclosed, inclined
chutes shall be used.
E. Handling Large Components: Large components, removed intact, shall be wrapped in two layers of at
least 6 mil plastic sheeting, secured and made airtight with tape.
3.8 PRE-FINAL CLEARANCE TEST INSPECTION
A. Inspection shall commence upon completion of the following:
1. All ACM has been removed, properly contained, and removed from the work area.
2. Contractor has cleaned up the work site of all loose debris and water and d isposed as of ACM.
3. Contractor shall conduct a complete visual inspection to insure that all surfaces from which
asbestos containing and contaminated materials have been removed, are free of visible residue.
4. The Project Monitor shall then verify the removal of specified materials by conducting an
inspection.
3.9 EQUIPMENT AND MATERIAL REMOVAL PROCEDURES
A. Clean external surfaces of ACM bags or containers, materials and equipment thoroughly be wet sponging
or HEPA vacuuming before moving such items into the equipme nt decontamination enclosure system
wash room for final cleaning and removal to uncontaminated areas. Equipment, materials and containers
shall be free of all visible debris and dust. No items shall be removed from the work area without first
notifying the Project Monitor. All items shall be subject to inspection by the Project Monitor who will
designate items requiring further decontaminatio n of visible debris and dust. Ensure that personnel do
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not leave the work areas through the equipment decontamination enclosure system unless otherwise
directed or noted.
3.10 FINAL CLEAN-UP
A. Removal of Waste: All containerized waste shall be removed from the work area and the holding area.
B. Removal of Tools and Equipment: All tools and equipment shall be removed from the work area and
decontaminated at an appropriate time in the final cleaning sequence.
C. All polyethylene sheeting and HEPA filters shall be disposed of as asbestos waste.
3.11 HANDLING AND DISPOSAL OF ASBESTOS CONTAMINATED WASTE
A. Bagging Waste
1. Bags of asbestos containing waste shall be sealed with tape in the work area. Asbestos waste shall
not be allowed to dry out prior to sealing bags. While in the work area, bags shall be
decontaminated of any bulk debris by wet wiping. The Project Monitor must be notified prior to
removal of materials from the work area.
B. Transportation of Waste:
1. The Contractor shall ensure that the asbestos waste bags are transported to the waste disposal site.
C. Waste Manifest System:
1. The Contractor shall establish a manifest system that ac counts for all asbestos waste. The
manifest system shall be described in writing and will be subject to the approval of the Project
Monitor . The Contractor must be able to demonstrate custody over all asbestos waste from the
time it is removed from the work area until it is deposited at the landfill.
2. Copies of the written description, the manifest, and any receipts generated during the handling and
disposal process shall be provided to the Project Monitor and the Owner.
3. Final manifest and documents must be provided to the Project Monitor and Owner within three (3)
working days of the removal of asbestos materials from the site by the waste hauler.
Fax (585) 487 - 9532Pittsford, NY 14534Tel (585) 200 - 50381160-C Pittsford-Victor RdSHEET NO
PROJECT NO
TITLE
DATE
SCALE
CHECKED BY
DRAWN BY
PROJECT
PROJECT
NORTH
5/17/2019 10:58:25 AMFax (315) 487 - 5947Syracuse, NY 13204Tel (315) 488 - 0377215 Wyoming Streetinfo@bellandspina.comwww.bellandspina.comAS NOTED
4592 JORDAN ROAD
SKANEATELES FALLS, NY 13153
p 315.685.4732 www.ryanbiggs.com
05/17/2019
JMP
JMP
319-18-010TERRACE RENEWAL FOR:OLIN LIBRARY161 HO PLAZAITHACA, NY 14853SJD-0122' - 2" ±4
S-100
SEE 4/S-100 AND SPEC 030100EXTENT OF SLAB UNDERSIDE REPAIRSEE 4/S-100 AND SPEC 030100EXTENT OF SLAB UNDERSIDE REPAIRREMOVE EXIST SLAB
WHERE SHADED PER
1/S-101
REMOVE EXIST SLAB
WHERE SHADED PER
1/S-101
SEE 1/S-100 FOR
ADDITIONAL INFORMATION
1/4" = 1'-0"SJD-01
1 STAIR LANDING - PART PLAN
STAIR
LANDING -
PART PLAN
2
Fax (585) 487 - 9532Pittsford, NY 14534Tel (585) 200 - 50381160-C Pittsford-Victor RdSHEET NO
PROJECT NO
TITLE
DATE
SCALE
CHECKED BY
DRAWN BY
PROJECT
PROJECT
NORTH
5/17/2019 10:58:25 AMFax (315) 487 - 5947Syracuse, NY 13204Tel (315) 488 - 0377215 Wyoming Streetinfo@bellandspina.comwww.bellandspina.comAS NOTED
4592 JORDAN ROAD
SKANEATELES FALLS, NY 13153
p 315.685.4732 www.ryanbiggs.com
05/17/2019
JMP
JMP
319-18-010TERRACE RENEWAL FOR:OLIN LIBRARY161 HO PLAZAITHACA, NY 14853SJD-02
10" ±8" ±2" ±1 1/2"3/4"Ø SS THREADED ROD
AT 24" OC
TACK WELD NUT
OR PEEN THREADS
7 1/2"1"
ENLARGED DETAIL
3/16
3/4" GROUT
LEVELING PAD
(2) 3/4"Ø GALV ADHESIVE
ANCHORS x5" EMBED
GALV P 1"x 20"x1'-2" LG,
GR 50
L
11"
T/PAVER
SEE ARCH
(TYP)
G
(3)-#4 EPOXY
COATED U-BAR,
DRILL AND GROUT
W/ 5" EMBED
(2)-#4 EPOXY
COATED NOSING
BARS
3/4" = 1'-0"SJD-02
1 ENLARGED STAIR STRINGER SUPPORT
ENLARGED
STAIR
STRINGER
SUPPORT
2
Fax (585) 487 - 9532Pittsford, NY 14534Tel (585) 200 - 50381160-C Pittsford-Victor RdSHEET NO
PROJECT NO
TITLE
DATE
SCALE
CHECKED BY
DRAWN BY
PROJECT
PROJECT
NORTH
5/17/2019 10:58:25 AMFax (315) 487 - 5947Syracuse, NY 13204Tel (315) 488 - 0377215 Wyoming Streetinfo@bellandspina.comwww.bellandspina.comAS NOTED
4592 JORDAN ROAD
SKANEATELES FALLS, NY 13153
p 315.685.4732 www.ryanbiggs.com
05/17/2019
JMP
JMP
319-18-010TERRACE RENEWAL FOR:OLIN LIBRARY161 HO PLAZAITHACA, NY 14853SJD-03
1/4" GALV BENT P x8"LG
AT EA TREAD W/ (2) 3/4"Ø
ADHESIVE ANCHORS
4" EMBED
SEE ARCH DWGS
L 5/8" CONT BENT P SS
SEE ARCH FOR
GEOMETRY
L
GRIND
WELDS
SMOOTH
(TYP)
1/2"Ø SS BOLT
RAILING
5"
1 1/2"
4
6
1 1/2"x1"x18" SS
RAILING SLEEVE POST
SEE ARCH DWGS
8"
CONC WALL
SEE 4/S-101 FOR REINF
STONE TREAD
SEE ARCH DWGS
NOTE: POWDER COAT ALL EXPOSED
STEEL. SEE SPECIFICATIONS.
1 1/2" = 1'-0"SJD-03
1 STAIR 4 TREAD SUPPORT
STAIR 4
TREAD
SUPPORT
2
CUT
2
10
CUT
2
10
PEDESTAL BASE
S.S. MASONRY
ANCHOR
1'-1"
PAVER
TIN-ZINC COATED
COPPER FLASHING
SEE A-500 SERIES
DRAWINGS FOR ROOF
ASSEMBLY DETAILS
CL
6"
RAILING POST
REFER TO SHEET A-307
PAVERS
SEE A-500 SERIES
DRAWINGS FOR
ROOF ASSEMBLY
DETAILS
11 2"x11 2"x1 8" CONT.
HOT-DIPPED GALV.
ROLLED ANGLE, POWDER
COATED FASTENED w/
SELF DRILLING S.S.
FASTENERS, 2 PER PAVER,
3" FROM END
FLOOD COATED
BALLAST
RUBBER SHIM
S.S. FASTENER112"x11 2"x18" S.S
BENT PLATE
3"
TYP.
PAVER
PLAN
PAVER WIDTH
PAVER JOINT
TYPICAL AT EXIT DOORS
18"x4"± CONT.
HOT-DIPPED GALV.
PLATE ATTACHED TO
ANGLE, POWDER
COATED, FASTENED w/
SELF DRILLING S.S.
FASTENERS, 2 PER
PAVERS, 3" FROM END
1"TYP.TOP OF
MEMBRANE
REFER TO SHEET A-307
ADJUSTABLE PAVERSUPPORT PEDESTALSFLOOD COAT AND GRAVELSURFACINGEXTENT OF VAPORRETARDERPAVERLIQUID RESIN FLASHINGPRE-FINISHED METAL GUARDRAILPOST. SEE DRAWING A-306 FORTYPICAL DETAILS6"3"STAINLESS STEEL POSTANCHOR±1-2"2"12" PROTECTION BOARDESCUTCHEON TRIM TYP.1" MAXPOST BASE, SEE DETAIL 2/A-306CLREFER TO SHEET A-501
261134"TAPERED WOOD FIBER STRIPZINC-TIN COATEDCOPPER FLASHING ATSTEPPED CONCRETESTAIR STRINGERSEXISTING VAPORRETARDER TO REMAINMODIFIED BITUMEN BASEPLYMODIFIED BITUMEN CAPPLY12" PROTECTIONBOARDLIQUID RESIN FLASHINGFLEXIBLE STAINLESS STEELDRAINAGE PLANE FLASHING.FORM STEPPED LAPPEDFLASHING OVER THECONCRETE STAIR STRINGERSSTEPPED CONCRETE STAIRSTRINGERS BEYONDEXISTINGCONCRETE DECKTO REMAINWP 11 2"12" DIA. S.S. EPOXYANCHORS, 1'-0" O.C.(EMBEDMENT 3")REFER TO SHEET A-505
CONTINUOUS
TIN-ZINC COATED
COPPER FLASHING
4"5"±9"FLOOD COAT AND
GRAVEL SURFACING
LIQUID RESIN
FLASHING
COORDINATE WITH DETAIL 4/A-503
REFER TO SHEET A-501
RFI Form
RFI/Page/
Response Dwg./Spec./Rep.Section/Design Team
Index Number Paragraph/Topic RFI Response
1
I was wondering if you knew what sizes the plantings are
going to be and if not, if you could submit an RFI for that.
I need plant sizes to get an accurate quote.
See Addendum #2, Item 4.
2
I’ve spoken with several steel subs who are concerned with
the 7/8” SS Bent Plates shown at the stairs. I’m gathering
that this size is not readily available. They’re wondering if
you have been in contact with a designer or if there is a
reason why the plates are this size in particular? Some
have stated they are going to qualify either 5/8” or 1”
instead due to this. I understand that the RFI date has
passed but I just wanted to at least bring this to your
attention before the last addendum has been issued.
See Addendum #2, Item 11.
3
Can you clarify the color/texture intended for the Hanover
Pavers? The specification under 2.11 A 1e. reads: "Colors
and textures: "Super Black" and "Matrix Finish", Tudor
Finish". "Super Black" and "Matrix" are selections within
Hanovers Ground Finish chart, while "Tudor Finish" is it's
own color chart. Is the "Tudor Finish" a typo? We need
this clarification to quote the pavers.
See Addendum #2, Item 3.