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ASBESTOS ABATEMENT NOTES:
1. THE NOTES AND DETAILS PRESENTED HERE AND INCLUDED IN SPEC I Fl CATIC N SECTION 028213 .ARE APPLICABLE TO
DRAWING AR -101.
2, THE CONTRACTOR SHALL PERFORM ALL CONTRACT 'WO RK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, ASBESTOS
ABATEMENT OPERATIONS SHALL BE PERFORMED AS PER THE PROvISICI N S AND CONDITIONS USTED IN THE NEW YORK STATE
DEPARTMENT OF LABOR (NYS DOL) INDUSTRIAL CODE RULE NO, .56 (CITED AS 12 NYCRR PART 5 C) AND ALL APPLICABLE
STATE, FEDERAL AND LOCAL CODES,
3. ASBESTOS CONTAINING AND ASBESTOS CONTAMINATED MATERIALS TO BE REMOVED SHALL INCLUDE THE FC LLOW ING:
A. ASBESTOS—CORED ELEVATOR HOISTWAY DOOR SLABS: REMOVE 51=1 WT1 ASBESTOS CORED ELEVATOR HOISTWAY DCOR
SLABS { 4D5 Sc UARE FEET TOTAL) FROM THE BASEMENT LEVEL THROUGH THE ITB FLOOR LEVEL HOISTWAY DOOR
SLAB ABATEMENT OPERATIONS SHALL BE PERFORMED AS PER THE REQUIREMENTS OF 12 NYC RR PART 56 AND THE
CORNELL UNIVERSITY CAMPUS—WIDE VAR LANCE FILE NO. 14-0035 INCLUDED IN ATTACHMENT A OF SPECIFICATION
SECTION 028.213.
B. ASBESTOS—CORED ELEVATOR CAB DOOR SLABS: REMOVE 4 (CITY) ASBESTOS CORED ELEVATOR CAB DOOR SLABS (54
SF TOTAL) FROM THE TWO ELEVATOR CABS, MOVE THE GIVEN ELEVATOR CAB TO ITS LOWEST ACCESSIBLE FLOOR FOR
REMOVAL WORK. CRIB DOOR SLAB ABATEMENT OPERATIONS SHALL BE PERFORMED AS PER THE REOUIREMENTS OF 12
NYCRR PART 56 AND THE CORNELL UNIVERSITY CAMPUS—WIDE VARIANCE FILE NO. 14— DG35 INCLUDED IN ATTACHMENT
A DF SPECI FICATI ON SECTION 028213.
C. ASBESTOS CONTAI 11 INC FLOOR TILE (VAT) : REMOVE APPROXIMATELY 7.5 SO UARE FEET OF VAT FROM M THE EAS EM ENT
LEVEL ELEVATOR LOBBY AT THE NEW ELEVATOR OPENING LOCAl1ON, REMOVAL AREA SHALL BE 1.5 TILES OUT FROM
THE WALL BY 5' WIDE, CENTERED ON NEW OPENING AND REMOVED TO NEAREST FULL TILE ON EACH END CIF 5' LIMIT.
VAT REMOVAL SHALL BE PERFORMED IN MINOR—PROJECT NEGATIVE PRESSURE TENT WORK AREA HAVING AN ATTACHED
AIRLOCK FOR ACCESS/EGRESS AS PER THE REQUIREMENTS OF 12 NYCRR PART 56-11.3 FOR MINOR ASBESTOS
PROJECTS,
D. A SUMED ASBESTOS CONTAINING WIRE WRAP AND TRANSITE CONTACT DISCS: REMOVE APPROXIMATELY 40 SQUARE FEET
DF "ASSUMED" ASBESTOS CONTAINING WIRE WRAP AND TRAN5ITE CONTACT DISCS FROM THE EIGHT (8) CONTROL
PANEL/MOTDRJTRANSFDRMER/SWITCH GEAR UNITS LOCATED IN THE PENTHOUSE LEVEL ELEVATOR MACHINE ROOM
1ESTIMATED 5 SF FOR EACH OF THE B UNITS). REMOVAL SHALL BE PERFORMED IN A SMALL—PROJECT N EG TIVE
PRESSURE TENT WORK AREA HAVING AN ATTACHED AIRLOCK FOR ACCESS/EGRESS WITH A REMOTE DECONTAMINATION
UNIT BEING UTI U ZED AS PER THE REO U I REMENTS OF 12 NYCRR PART 56.
E. ASSUMED ASBESTOS CONTAINING BRAKE SHOES: REMOVE APPROXIMATELY 4 SQUARE FEET OF -A5S La M ED" ASBESTOS
CONTAINING BRAKE SHOES FROM THE 2 ELEvATOR MOTDR UNITS LOCATED IN THE PENTHOUSE LEVEL ELEVATOR
MACHINE ROOM. REMOVAL SHALL BE PERFORMED IN THE SAME SMALL—PROJECT NEGATIVE PRESSURE TENT WORK
AREA REFERENCED IN ITEM D ABOVE AS PER THE REQUIREMENTS OF 12 NYCRR PART 515,
F. ASBESTOS CONTAIN INE CAULK: REMOVE APP RO x I MATELY 1 SQUARE FORT OF E xTERI DR ASBESTOS CONTAINING CAULK
PRESENT AROUND THE PERI M ETEP CIF THE WEST WALL LOUVER_ REMOVAL LOUVER ITSELF AS NECESSARY TO ASSURE
COMPLETE CAULK REMOVAL, CAULK REMOVAL SHALL BE PERFORMED AS PER THE REOUIREMENTS O F 12 NYC RR PART
56-11.1 FOR IN—PLANT OPERATIONS,
C.
H. ASSUMED ASBESTOS CONTAINING ASPHALT—RASED ROO F1 NG MATERIALS: REMOVE APPROXIMATELY 45 SOUARE I- EE I OF
ASSUMED ASBESTOS CONTAINING ROOFING MATERIALS FROM THE PENTHOUSE ROOF AS NECESSARY FOR THE
INSTALLATION OF THE NEW EOUI PM ENT ROOF HATCH.. ASSUMED ASBESTOS ROOFING MATERIALS INCLUDE FELT—PAPER
FACING ON ISO—BADRD AND ROOF DECK VAPOR BARRIER. ROOFING REMOVAL SHALL BE PERFORMED AS PER THE
REQUIREMENTS DF 12 NYCRR PART 56-11.1 FOR IN—PLANT OPERATIONS,
4, THE CONTRACTOR SHALL SUBMIT A WRITTEN WORK PLAN FOR ASBESTOS ABATEMENT OPERATIONS FOR REVIEW AND
APPROVAL AS PER THE REQUIREMENTS OF SPECIFICATIONS SECTION ❑2 13, 1.5.
5, THE CONTRACTOR SHALL COORDINATE THE SCHEDULED WORK WITH THE OWNER, OWNERS REPRESENTATIVE, AND ALL OTHER
TRADES.
6. THE CONTRACTOR SHALL MAINTAIN SECURITY IN EACH WORD AREA AND FOR THE OVERALL BUILDING AT ALL TIMES.
7_ THE LOCATION OF REMCI TE DECONTAMINATION ENCLOSURE SYSTEMS, WASTE DU MISTERS, AND TRAILERS MUST BE APPROVED
BY THE OWNER AND OWNERS REPRESENTATIVE PRIOR TO THE START OF THE PROJECT.
B. COORDINATE HOOK—UP OF WATER SOURCE/SERVICE FOR ABATEMENT WORK AND DECONTAMIN.Al10N PURPOSES WITH THE
OWNER, PROVIDE AND UTILIZE AN ELECTRIC WATER HEATER FOR THE PROJECT. TEMPORARY WATER CONNECTIONS SHALL
BE MIRE BY THE CONTACTOR AND MAINTAINED IN A LEAK FREE STATE AT ALL TIMES.
B_ UNDER NO CIRCUMSTANCES SHALL CONTAMINATED LIO U IDS OR DEBRIS ENTER THE EXISTING SEWER SYSTEM_ ALL
WASTEWATER SHALL BE FILTERED THROUGH A SYSTEM WITH AT LEAST 5,0 MICRON PARTICLE SIZE COLLECTION CAPABILITY,
THE CONTRACTOR SHALL BE RESPONS ISLE FOR ANY WASTEWATER PERMITS REQUIRED TD PERFORM HIS WORK UNDER THIS
CONTRACT_ ANY COST ASSOCIATED WITH WASTE WATER PERMITS SHALL BE INCLUDED IN HIS BID.
10, ABATEMENT CONTRACTOR SHALL RECEIVE APPROVAL FOP EACH WORK AREA BASED ON APM INSPECTION TO ASSURE ALL
OPENINGS AND PENETRATIONS HAVE BEEN SEALED PROPERLY AND ALL WORK .AREA PREPARATION IS COMPLETE BEFORE
ANY ABATEMENT IS UNDERTAKEN_
11. PRE—CLEAN NON—MOVABLE ITEMS PRIOR TO ISOLATING/PROTECTING VIA CRITICAL BARRIER INSTALLATION.
12. ALL AIR MONITORING REQUIRED TD SA11 S FY THE REOUIREMENTS DF 12 NYCRR PART 56 SHALL BE PERFORMED BY A THIRD
PARTY INDEPENDENT ENVIRONMENTAL CONSULTANT HIRED DIRECTLY BY THE OWNER. THE CONTRACTOR SHALL COORDINATE
WITH THE THIRD PARTY CONSULTING FIRMS DNS ITE ARM, AIR MONITORING AND ANALYSIS TO SATISFY OSHA REQUIREMENTS
SHALL BE THE CONTRACTORS RESPONSIBILITY.
LEGEND AND KEYED NOTES
SYMBOL
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ELEVATOR HOISTWAY DOOR SLAB WITH ASBESTOS CORE TO BE R EMCVED — 30 DOORS / 405 SF
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ELEVATOR CAB DOOR SLAB WITH ASBESTOS CORE TO BE LEMONED — 4 DOORS / 54 SF
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ExTERIOR ASBESTOS CAULK FROM WALL LDL ER FRAME TO BE REMOVED — 1 SF CAULK
��� MEMf RANEAZI BED P E ADO EDN IN AI�IR I kAA IS Y D FELT PAPER FACING AND ROOF DECK vAPOR BARR IER BEN BATH EPDM
ELEVATOR CONTROL PANAEL/SWITCH C EAFVTP.ANSF0RM ER/ MOTOR UNIT WITH ALUM ED ASBESTOS CONTAINING WIRE WRAP,
TRANSITE CONTACT DISCS, 1D/DR BRAKE SHOES TO 9E REM OVED — APPROXIMATELY 4-4- SDUARE FEE TOTAL
4144
ASBESTOS CONTAINING FLOOR TILE TO BE REMO IED — 7.5 SF
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CORNELL UNIVERSITY GEORGE JAMESON HALL
FACILITIES CONTRACTS ELEVATOR REPLACEMENT
121 HUMPHREYS SERVICE BUILDING
ITHACA, NEW YORK 14853-3701
ADDENDUM NO. 2
January 10, 2017
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. A second site visit has been scheduled for January 13, 2017 at 9:30am. Contractors to meet
at the Front Lobby of George Jameson Hall. NOTE: Questions will not be answered at this
meeting or addressed in another Addendum.
Item 2. INSTRUCTIONS TO BIDDERS, INS-1, 3.b.
DELETE “…not later than 2:00 PM on January 17, 2017.”
REPLACE with “…not later than 2:00 PM on January 18, 2017.”
Item 3. RFI Questions and Clarifications
See attached RFI Log (Items 9 - 12)
Attachments: RFI Log (Items 1 - 12)
****END OF ADDENDUM****
George Jameson Hall Elevator Replacement Date: January 9, 2017
RFI Form
RFI/Page/
Response Dwg./Spec./Rep.Section/Design Team
Index Number Paragraph/Topic RFI Response
1 N/A N/A
Are there special provisions for pre-payment for the elevator
equipment? Elevator sub-contractors generally require one
third payment prior to fabrication.
The Contractor needs to determine and will be
responsible for any "prepayment" for services.
2 N/A N/A Can we field measure the elevator shafts before construction?Yes.
3 N/A N/A Will the fire alarm be disabled during the project?Yes.
4 N/A N/A How thick is the basement wall that needs to be opened for
the new door?
10 inches.
5 N/A N/A How heavy is the elevator machine?Approximately 4,500 pounds, each.
6 N/A N/A Is there a facility wide variance on the hoistway doors for
asbestos abatement?
No.
7 N/A N/A Does the roof have a warranty?Yes. The warranty is through Carlisle and was
installed by Weathermaster in 2005.
8 INS & BF INS-2 and BF-3 Can you clarify the phasing of the project?See Addendum No. 1, Items 2 and 3.
9 E-501 Detail 1
Print E-501, detail 1, shows a note “To Remote Lobby Panel”
and then “for Remote CRT and Remote Communication
Unit”. Power for this is not shown anywhere on the drawings,
nor locations. Is this provided by elevator contractor or
Electrical contractor? If the electrical contractor, then more
information is needed.
See E-201 for more information.
10 E-201 Detail C1, Note 7
I was informed that the TMDF (Print E-201, Detail C1, note
7), is no longer located in this location due to flood damage.
Please provide actual location.
Location was unable to be determined at this point in
the bid phase.
11 E-201 Detail A4, Note 7
Will the new elevator controllers provided by the elevator
contractor need tele/com data wiring? Print E-201, Detail A4,
note 7 gives a vague description of what is needed. Need
more information.
Yes, see E-201 for more information.
12
Can we schedule an additional site visit?See Addendum No. 1, Item 1.
Aichitecluial Re some e s
505 Fianklin Set
Buffalo, NY14202
303 West 13th Sthet
New Yofl NY 10014
716 883-5566
716 883-5569 fax
mai@ am hife acom
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CLARK DAMS
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CORNELL UNIVERSITY GEORGE JAMESON HALL
FACILITIES CONTRACTS ELEVATOR REPLACEMENT
121 HUMPHREYS SERVICE BUILDING
ITHACA, NEW YORK 14853-3701
ADDENDUM NO. 1
January 9, 2017
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. Table of Contents, Page 3, Drawing List
ADD Drawing AR-101, “Asbestos Abatement Plans and Notes”.
Item 2. INSTRUCTIONS TO BIDDERS, INS-2
7. START OF WORK, a.
DELETE “…shall be completed no later than August 17, 2017.”
REPLACE with “…the first elevator shall be completed by August 4, 2017, the second
elevator shall be completed by August 11, 2017, and the Certificate of Occupancy shall be
obtained from the Authority Having Jurisdiction by August 18, 2017.”
Item 3. Bid Form BF-3, Item 3:
DELETE “…complete the project no later than August 17,2017.”
REPLACE with “…the first elevator shall be completed by August 4, 2017, the second
elevator shall be completed by August 11, 2017, and the Certificate of Occupancy shall be
obtained from the Authority Having Jurisdiction by August 18, 2017.”
Item 4. Section 01 35 29 General Health & Safety: Part 1.3, ASBESTOS, B.
ADD Limited Pre-Renovation Asbestos Survey Report to end of specification section,
attached.
DRAWINGS
Item 5. Cover Page
DELETE in its entirety.
REPLACE with new Cover Page, attached.
NOTE: New Cover Page adds Drawing AR-101 to the Drawing List.
George Jameson Hall Elevator Replacement
Addendum No. 1
January 9, 2017
Page 2
Item 6. Drawing AR-101 ADD Drawing AR-101.
Item 7. RFI Questions and Clarifications
See attached RFI Log (Items 1 - 8)
Attachments: Limited Pre-Renovation Asbestos Survey Report
Cover Page
AR-101, Asbestos Abatement Plans and Notes
RFI Log (Items 1-8)
****END OF ADDENDUM****
Cornell University
Limited Pre-Renovation Asbestos Survey Report
Performed for the
George Jameson Hall (High Rise 1 – Building 3201)
Elevator Modernization Project
Cornell University Ithaca, New York Campus
Prepared for:
Mr. Dale Houseknecht, Asbestos Project Coordinator
Cornell University Maintenance Management
116 Humphreys Service Building, Ithaca, NY 14853
Prepared by:
860 Hooper Road
Endwell, NY 13760
Phone: 607-231-6600 Fax: 607-231-6640
www.delta-eas.com
Delta Project No. 2016.078.176
Cornell Work Order No. 9371614
Field work performed by: Michael J. Staudt, November 16, 2016
Report prepared by: Michael J. Staudt
Report reviewed by: Stephen Prislupsky
2
860 Hooper Road
Endwell, NY 13760
Tel: 607.231.6600
Fax: 607.231.6650
www.delta-eas.com
TABLE OF CONTENTS
1.0 INTRODUCTION .......................................................................................... 3
2.0 ASBESTOS SURVEY AND SAMPLING PROCEDURES AND METHODS ................. 5
3.0 SURVEY FINDINGS AND CONCLUSIONS......................................................... 12
4.0 INACCESSIBLE AREAS ................................................................................ 14
Appendix A, ASBESTOS BULK SAMPLE REPORT FORM .......................................... 15
Appendix B, LABORATORY ANALYTICAL RESULTS ................................................. 16
Appendix C, DELTA ENGINEERS, COMPANY AND PERSONNEL CERTIFICATIONS ....... 17
Appendix D, LABORATORY CERTIFICATIONS ......................................................... 18
Appendix E, SAMPLE LOCATION DRAWINGS ......................................................... 19
Appendix F, CORNELL 4D DATABASE SAMPLE RESULTS ....................................... 20
Appendix G, PREVIOUS DELTA BULK SAMPLE INFORMATION .................................. 21
Appendix H, PREVIOUS SAMPLE INFORMATION FROM OTHER CONSULTANTS .......... 22
Appendix I, PHOTO LOG...................................................................................... 23
3
860 Hooper Road
Endwell, NY 13760
Tel: 607.231.6600
Fax: 607.231.6650
www.delta-eas.com
1.0 INTRODUCTION:
Delta Engineers, Architects, & Land Surveyors (Delta) was contracted by Cornell University to
provide a Limited Pre-Renovation Asbestos Survey at George Jameson Hall (High Rise 1 Bldg.
3201) in support of the upcoming Elevator Modernization Project. The survey addressed all
accessible Rooms/Spaces included in the project renovation areas and associated suspect
building materials with the potential to be impacted by the upcoming Project. The areas addressed
as a part of this Survey were based on a review of the 100% Submission Drawing Set (dated
10/28/2016) provided by the Cornell Project Manager Marc Maser.
The initial stage included a review of past Delta sample information, sample information from
other Consultants, and Cornell 4D Database information for the Building. Cornell 4D Database
information and bulk sample results through previous Delta/Cornell Consultant sampling efforts
have been incorporated into this Survey and associated Survey Report where applicable. Please
reference Appendix F for previous Delta sample information, Appendix G for the Cornell 4D
Database information and Appendix H for the sample information from other Consultants.
On November 16th, 2016, Delta Certified Inspector Michael J. Staudt conducted a walkthrough of
the George Jameson Hall elevator renovation area spaces/rooms to identify the various
accessible suspect materials present. Based on a visual inspection of the affected areas along
with a review of the referenced drawing set and existing sample information, a total of twenty (20)
bulk samples were collected representing nine (9) separate suspect homogenous building
materials. Six (6) of the samples collected were non-friable organically bound (NOB) representing
three (3) homogenous materials. The remaining fourteen (14) samples were “friable” non-NOB
representing six (6) homogenous materials.
In addition to the samples collected above, other suspect homogenous materials were observed
but not sampled as they were addressed through previous sampling efforts. For these materials,
the results from the Cornell 4D Database information and previous Delta/Cornell Consultant
Surveys have been incorporated into this report. The suspect homogenous building materials
identified and/or sampled in the affected elevator upgrades renovation areas included the
following:
Homogenous
Area (HA) Suspect Building Material
01 Hoist way Door Insulation
02 Gray/Brown Mastic from Gray Rubber Floor - Elevator Cab
03 Brown Board Flooring under Gray Rubber Floor - Elevator Cab
04 Elevator Cab Door Insulation
05 Tan Cloth w/ Foil Covering from Fiberglass Drain Pipe Insulation
06 Gray Fitting Insulation from Roof Drain Fiberglass Pipe Insulation
07 Exterior Gray Caulk from Louver/Vent - Elevator Machine Room
08 Tan/Green Mastic from Carpet - Elevator Hallway Lobby Floor
09 Red 6" x 6" Quarry Tile Flooring - Ground Floor Elevator Hallway Lobby
10* Assumed Suspect Cloth Wiring, Switchgear
11* Assumed Suspect Brake Shoes, Elevator Motor
4
860 Hooper Road
Endwell, NY 13760
Tel: 607.231.6600
Fax: 607.231.6650
www.delta-eas.com
Homogenous
Area (HA) Suspect Building Material
12* Assumed Suspect Transite Disks, Switchgear
13** Pipe Fitting Insulation – Domestic Cold Water
14** Pipe Fitting Insulation – Domestic Hot Water
15** Gypsum Board
14311-01*** Joint Compound
2012.004.199-01**** Pipe Fitting Insulation
2012.004.199-02**** Sheetrock
2012.004.199-03**** Joint Compound
2016.078.153-04**** Black Mastic from Gray and Black Mottled 12"X12" Floor Tile
2016.078.153-05**** White Hard Pack Pipe Insulation - Chase way
2016.078.153-06**** Gray Duct Sealant
2016.078.153-10**** Tan Mastic from 4" Brown Cove Base
2016.078.153-14**** White Cloth w/ Foiled/Black Mastic Wrap from Fiberglass Pipe Insulation
2016.078.153-15**** Red Fire Stop Caulk
2016.078.153-17**** Gray and Black Mottled 12"X12" Floor Tile
* – Material assumed to be Asbestos Containing, present on active system & could not be sampled
** – Material listed in Cornell 4-D Database
*** – Material previously sampled by other Consultant
**** - Material previously sampled by Delta
Specific information required by 12 NYCRR Part 56-5.1, (f) – “Building/Structure Asbestos Survey
Information” to be included in this pre-renovation report is as follows:
1) Building Name/Address: George Jameson High Rise 1, Building 3201
Cornell University Campus
Ithaca, NY 14850
2) Owner’s Name/Address: Cornell University
Humphreys Service Building
Ithaca, NY 14853
3) Owner’s Agent: Mr. Dale Houseknecht
4) Survey Performed By: Delta Engineers, Architects, & Land Surveyors
860 Hooper Road
Endwell, NY 13760
5) Certified Inspectors: Michael J. Staudt
Certificate No. 07-08367
6) Date of Survey: November 16th, 2016
7) Laboratory: America Science Team New York, Inc.
117 East 30th Street, New York, NY 10016
5
860 Hooper Road
Endwell, NY 13760
Tel: 607.231.6600
Fax: 607.231.6650
www.delta-eas.com
2.0 ASBESTOS SURVEY AND SAMPLING PROCEDURES AND METHODS:
2.1 Survey requirements
Requirements to perform Pre-Demolition/Pre-Renovation Asbestos Surveys are based on the
following State and Federal Regulations.
Occupational Safety and Health Administration (OSHA): OSHA survey requirements and
sampling protocols are included in 29 CFR Part 1910.1001(j) (2) & (j) (8) and 29 CFR Part
1926.1101(k), (5):
29 CFR Part 1910.1001(j)(2), Installed Asbestos Containing Material: Employers and building owners are required to
treat installed TSI and sprayed on and troweled-on surfacing materials as ACM in buildings constructed no later than
1980 for purposes of this standard. These materials are designated "presumed ACM or PACM", and are defined in
paragraph (b) of this section. Asphalt and vinyl flooring material installed no later than 1980 also must be treated as
asbestos-containing. The employer or building owner may demonstrate that PACM and flooring material do not contain
asbestos by complying with paragraph (j) (8) (iii) of this section.
29 CFR Part 1910.1001(j) (8), Criteria to rebut the designation of installed material as PACM:
1910.1001(j)(8)(i) - At any time, an employer and/or building owner may demonstrate, for purposes of this standard,
that PACM does not contain asbestos. Building owners and/or employers are not required to communicate information
about the presence of building material for which such a demonstration pursuant to the requirements of paragraph
(j)(8)(ii) of this section has been made. However, in all such cases, the information, data and analysis supporting th e
determination that PACM does not contain asbestos, shall be retained pursuant to paragraph (m) of this section.
1910.1001(j) (8) (ii) - An employer or owner may demonstrate that PACM does not contain asbestos by the following:
1910.1001(j)(8)(ii)(A) - Having a completed inspection conducted pursuant to the requirements of AHERA (40
CFR 763, Subpart E) which demonstrates that no ACM is present in the material; or
1910.1001(j) (8) (ii) (B) - Performing tests of the material containing PACM which demonstrate that no ACM is
present in the material. Such tests shall include analysis of bulk samples collected in the manner described in 40
CFR 763.86. The tests, evaluation and sample collection shall be conducted by an accredited inspector or by a
CIH. Analysis of samples shall be performed by persons or laboratories with proficiency demonstrated by current
successful participation in a nationally recognized testing program such as the National Voluntary Laboratory
Accreditation Program (NVLAP) or the National Institute for Standards and Technology (NIST) or the Round
Robin for bulk samples administered by the American Industrial Hygiene Association (AIHA) or an equivalent
nationally-recognized round robin testing program.
1910.1001(j)(8)(iii) -The employer and/or building owner may demonstrate that flooring material including associated
mastic and backing does not contain asbestos, by a determination of an industrial hygienist based upon recognized
analytical techniques showing that the material is not ACM.
29 CFR Part 1926.1101(k) (5), Criteria to rebut the designation of installed material as PACM:
1926.1101(k)(5)(i) - At any time, an employer and/or building owner may demonstrate, for purposes of this standard,
that PACM does not contain asbestos. Building owners and/or employers are not required to communicate information
about the presence of building material for which such a demonstration pursuant to the requirements of paragraph
(k)(5)(ii) of this section has been made. However, in all such cases, the information, data and analysis supporting the
determination that PACM does not contain asbestos, shall be retained pursuant to paragraph (n) of this section.
1926.1101(k) (5) (ii) – An employer or owner may demonstrate that PACM does not contain more than 1 percent
asbestos by the following:
1926.1101(k)(5)(ii)(A) - Having a completed inspection conducted pursuant to the requirements of AHERA (40
CFR Part 763, Subpart E) which demonstrates that the material is not ACM; or
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1926.1101(k) (5) (ii) (B) - Performing tests of the material containing PACM which demonstrate that no ACM is
present in the material. Such tests shall include analysis of bulk samples collected in the manner described in 40
CFR 763.86. The tests, evaluation and sample collection shall be conducted by an accredited inspector or by a
CIH. Analysis of samples shall be performed by persons or laboratories with proficiency demonstrated by current
successful participation in a nationally recognized testing program such as the National Voluntary Laboratory
Accreditation Program (NVLAP) or the National Institute for Standards and Technology (NIST) or the Round
Robin for bulk samples administered by the American Industrial Hygiene Association (AIHA) or an equivalent
nationally-recognized round robin testing program.
1926.1101(k)(5)(iii) - The employer and/or building owner may demonstrate that flooring material including associated
mastic and backing does not contain asbestos, by a determination of an industrial hygienist based upon recognized
analytical techniques showing that the material is not ACM.
EPA National Emissions Standard for Hazardous Air Pollutants (NESHAPs): (NESHAPs)
regulates asbestos under “40 CFR Part 61, Subpart M - National Emission Standard for
Asbestos”. Subpart M regulates demolition and/or renovation of “facilities” that may contain
asbestos-containing materials (ACMs). “Facilities,” as defined by NESHAPs, includes any
institutional, commercial, public, industrial, or residential structure or building, except residential
buildings having four or fewer units. ACMs are defined in NESHAPs as materials containing more
than 1 percent asbestos. Section 61.145 states:
61.145 Standard for demolition and renovation.
(a) Applicability. To determine which requirements of paragraphs (a), (b), and (c) of this section apply to the owner
or operator of a demolition or renovation activity and prior to the commencement of the demolition or renovation,
thoroughly inspect the affected facility or part of the facility where the demolition or renovation operation will occur
for the presence of asbestos, including Category I and Category II nonfriable ACM.
It should be noted that 40 CFR Part 1 Subpart M, NESHAPS has no cut-off date exempting
survey requirements.
New York State Department of Labor (NYS DOL): Guidelines followed for the inspection are
those established by the NYS DOL’s Industrial Code Rule 56 (Cited as 12 NYCRR Part 56, as
amended, adopted January 11, 2006; effective September 5, 2006). The specific survey,
sampling and reporting requirements included in 12 NYCRR Part 56-5.1(e) – “Building/Structure
Asbestos Survey Requirements” include:
56-5.1 Asbestos Survey Requirements for Building/Structure Demolition,
Renovation, Remodeling and Repair
(a) Asbestos Survey Required. An owner or an owner’s agent, except the owner of one and two-
family dwellings who contracts for, but does not direct or control the work, shall cause to be
conducted, an asbestos survey completed by a licensed asbestos contractor using inspectors
certified in compliance with Section 56-3.2(d), to determine whether or not the building or
structure, or portion(s) thereof to be demolished, renovated, remodeled, or have repair work,
contains ACM, PACM or asbestos material. This asbestos survey shall be completed and
submitted as indicated in Subdivision (g) of this Section, prior to commencing work. All such
asbestos surveys shall be conducted in conformance with the requirements of Subdivision (e) of
this Section.
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(b) Exemptions to Asbestos Survey Requirements: The asbestos survey required by this
Subdivision (a) of this Section shall not be required for the following classes of buildings or
structures:
(1) An agricultural building;
(2) Buildings or structures for which original construction commenced on or after January 1,
1974;
(3) A structure certified in writing to be structurally unsound by a licensed Professional
Engineer, Registered Architect, Building Inspector, Fire Inspector or other official of
competent jurisdiction. (See Section 56-11.5)
(c) Building/Structure Demolition. If a building/structure asbestos survey is not required or
performed per Subdivision (b) of this Section, and the building/structure is certified to be unsound
or slated for contracted demolition, the building/structure shall be assumed to contain asbestos,
and shall be demolished per this Part, unless the building/structure is adequately certified to be
free of asbestos containing material. Acceptable documentation for certification shall be a
previous thorough building/structure asbestos survey, abatement records or other documentation
acceptable to the Commissioner or his or her representative.
(d) Responsibility to Comply. No exemption to the requirement to conduct an asbestos survey
shall exempt any person, asbestos contractor, property owner or business entity from the
inspection or asbestos survey requirements of EPA, OSHA, and any other applicable section of
this Part.
(e) Building/Structure Asbestos Survey Requirements. The asbestos survey shall include a
thorough inspection for and identification of all PACM, suspect miscellaneous ACM, or asbestos
material throughout the building/structure or portion thereof to be demolished, renovated,
remodeled, or to have repair work. The required inspection shall be performed by a certified
asbestos inspector, and, at a minimum, shall include identification of PACM, suspect
miscellaneous ACM or asbestos material by all of the following methods:
(1) The review of building/structure plans and records, if available, for references to
asbestos, ACM, PACM, suspect miscellaneous ACM or asbestos material used in
construction, renovation or repair; and
(2) A visual inspection for PACM and suspect miscellaneous ACM throughout the
building/structure or portion thereof to be demolished, renovated, remodeled, or repaired.
For the purpose of this Part, all PACM and suspect miscellaneous ACM visually assessed
shall be treated and handled as ACM and shall be assumed to be ACM, unless bulk
sampling is conducted as per this Section, standard EPA and OSHA accepted methods,
including multi-layered systems sampling protocols; the subsequent analyses are
performed by a laboratory that meets the requirements of Section 56-4.2 of this Part; and
the analyses satisfies both ELAP and federal requirements, including multi-layered sample
analyses, to document non-asbestos containing material.
(f) Building/Structure Asbestos Survey Information.
(1) The asbestos survey shall, at a minimum, identify and assess with due diligence, the locations,
quantities, friability and conditions of all types of installations at the affected portion of the
building/structure relative to the ACM, suspect miscellaneous ACM, PACM or asbestos material
contained therein. The following list is not inclusive of all types of ACMs, it only summarizes typical
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ACMs. The certified asbestos inspector is responsible for identification and assessment of all
types ACM, PACM, suspect miscellaneous ACM and asbestos material within the affected portion
of the building/structure:
PACM
(i) Surfacing Treatments:
(a) Fireproofing;
(b) Acoustical Plaster;
(c) Finish Plasters; and
(d) Skim Coats of Joint Compound.
(ii) Thermal System Insulation:
(a) Equipment Insulation;
(b) Boiler, Breeching, Boiler Rope, Duct, or Tank Insulation, Cement or Mortar Used
for Boilers and Refractory Brick;
(c) Piping and Fitting Insulations including but not limited to, Wrapped Paper, Aircell,
Millboard, Rope, Cork, Preformed Plaster, Job Molded Plaster and coverings over
fibrous glass insulation.
SUSPECT MISCELLANEOUS ACM
(i) Roofing and Siding Miscellaneous Materials:
(a) Insulation Board;
(b) Vapor Barriers;
(c) Coatings;
(d) Non-Metallic or Non-Wood Roof Decking
(e) Felts;
(f) Cementitious Board (Transite);
(g) Flashing;
(h) Shingles; and
(i) Galbestos.
(ii) Other Miscellaneous Materials:
(a) Dust and Debris;
(b) Floor Tile;
(c) Cove Base;
(d) Floor Leveler Compound;
(e) Ceiling Tile;
(f) Vermiculite Insulation
(g) Gaskets, Seals, Sealants (including for condensate control);
(h) Vibration Isolators;
(i) Laboratory Tables and Hoods;
(j) Chalkboards;
(k) Pipe Penetration Packing or Other Firestopping Materials
(l) Cementitious Board;
(m) Electrical Wire Insulation;
(n) Fire Curtains;
(o) Fire Blankets;
(p) Fire Doors;
(q) Brakes and Clutches;
(r) Mastics, Adhesives and Glues;
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(s) Caulks;
(t) Sheet Flooring (Linoleum);
(u) Wallpaper;
(v) Drywall;
(w) Plasterboard
(x) Spackling/Joint Compound;
(y) Textured Paint;
(z) Grout;
(aa) Glazing Compound; and
(ab) Terrazzo.
(2) All ACM, PACM, suspect miscellaneous ACM, or asbestos material reported under Paragraph
(1) of this Subdivision shall include the location of the materials, an estimate of the quantities,
types, friability and condition of the identified materials to be treated and handled as ACM. For the
purpose of this Part, all PACM and suspect miscellaneous ACM visually assessed shall be treated
and handled as ACM and shall be assumed to be ACM, unless bulk sampling is conducted as per
this Section, standard EPA and OSHA accepted methods, including multilayered systems
sampling protocols; the subsequent analyses are performed by a laboratory that meets the
requirements of Section 56-4.2 of this Part; and the analyses satisfies both ELAP and federal
requirements, including multi-layered sample analyses, to document non-asbestos containing
material.
(3) The building/structure asbestos survey shall also include the building/structure name, address,
the building/structure owner’s name and address, the name and address of the owner's agent, the
name of the firm performing the asbestos survey and a copy of the firm’s current asbestos
handling license, the names of the certified inspector(s) performing the survey and a copy of the
current asbestos handling certificate for each inspector utilized, the dates of the asbestos survey,
a listing of homogeneous areas identifying which ones are ACM, all laboratory analyses reports
for bulk samples collected, and copies of the appropriate certifications for the laboratory used for
analysis of samples taken during the asbestos survey.
(g) Transmittal of Building/Structure Asbestos Survey Information. One (1) copy of the results
of the building/structure asbestos survey shall be immediately transmitted by the building/structure
owner as follows:
(1) One (1) copy of the completed asbestos survey shall be sent by the owner or their
agent to the local government entity charged with issuing a permit for such demolition,
renovation, remodeling or repair work under applicable State or local laws.
(2) The completed asbestos survey for controlled demolition (as per Subpart 56-11.5) or
pre-demolition asbestos projects shall also be submitted to the appropriate Asbestos
Control Bureau district office.
(3) The completed asbestos survey shall be kept on the construction site with the asbestos
notification and variance, if required, throughout the duration of the asbestos project and
any associated demolition, renovation, remodeling or repair project.
(h) Removal Required. If the building/structure asbestos survey finds that the portion of the
building/structure to be demolished, renovated, remodeled, or have repair work contains ACM,
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PACM, suspect miscellaneous ACM assumed to be ACM, or asbestos material, which is impacted
by the work, the owner or the owner’s agent shall conduct, or cause to have conducted, asbestos
removal performed by a licensed asbestos abatement contractor in conformance with all
standards set forth in this Part. All ACM, PACM, suspect miscellaneous ACM assumed to be
ACM, or asbestos material impacted by the demolition, renovation, remodeling or repair project
shall be removed as per this Part, prior to access or disturbance by other uncertified trades or
personnel. No demolition, renovation, remodeling or repair work shall be commenced by any
owner or the owner’s agent prior to the completion of the asbestos abatement in accordance with
the notification requirements of this Part. For multi-phased work, the access restriction for
uncertified trades or personnel applies to each intermediate portion of the entire project. Upon
completion of the intermediate portion of the asbestos project, other trades or personnel may
access that portion of the work site.
For demolition projects that are exempt from asbestos survey requirements due to being
structurally unsound, the demolition is considered an asbestos project and shall proceed as per
Section 56-11.5.
(1) All building/structure owners and asbestos abatement contractors on a demolition,
renovation, remodeling, or repair project, which includes work covered by this Part, shall inform all
trades on the work site about PACM, ACM, asbestos material and suspect miscellaneous ACM
assumed to be ACM at the work site.
(i) Bidding. Bids may be advertised and contracts awarded for demolition, remodeling,
renovation, or repair work, but no work on the current intermediate portion of the project shall
commence on the demolition, renovation, remodeling or repair work by any owner or agent prior to
completion of all necessary asbestos abatement work for the current intermediate portion of the
entire project, in conformance with all standards set forth in this Part.
(j) Unidentified and Unassessed Asbestos. When any construction activity, such as demolition,
remodeling, renovation or repair work, reveals PACM or suspect miscellaneous ACM that has not
been identified by the asbestos survey per this Part, or has not been identified by other
inspections as per current OSHA or EPA requirements, all activities shall cease in the area where
the PACM or suspect miscellaneous ACM is found and the Asbestos Control Bureau shall be
notified by telephone by the building/structure owner or their representative, followed with a written
notice in accordance with the notification requirements of this Part. Unassessed PACM or suspect
miscellaneous ACM shall be treated and handled as ACM and assumed to be ACM, unless
proven otherwise by standard EPA and OSHA accepted methods, including multi-layered systems
sampling protocols; subsequent analyses performed by a laboratory that meets the requirements
of Section 56-4.2 of this Part; and the analyses satisfies both NYS ELAP and federal
requirements, including multi-layered sample analyses, to document non-asbestos containing
material.
2.2 Sample Analysis
Bulk sample analysis was performed by American Science Team 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).
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Samples collected during the course of this survey fell into one of two categories. The first
category includes non-friable organically bound (NOB) materials. These materials are those
which have an organic binder in their matrix and include items such as floor tiles, sheet flooring,
mastics, glazings, caulks and roofing materials. The second category includes non-NOB “friable”
materials including parging, sheetrock, joint compound, wall insulations, and wallboard.
Analysis of all “NOB” materials was initially performed by Polarized Light Microscopy (PLM)
following the New York State Department of Health ELAP 198.6 Gravimetric Reduction
Methodology. If a given sample was reported as non-asbestos following this analysis, it was then
analyzed by Transmission Electron Microscopy (TEM) following the NYS DOH ELAP 198.4
Methodology.
Analysis of all “non-NOB” materials was performed by Polarized Light Microscopy (PLM) following
the EPA 600/M4/82/020 and the NYS DOH ELAP 198.1 Methodologies.
2.3 Materials not sampled
There were several materials present at the site which were not considered “suspect” by the
inspector and were not sampled. These included various fiberglass, foam, vinyl, silicone,
wood/cellulose products and concrete/cinder block/brick components.
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3.0 SURVEY FINDINGS AND CONCLUSIONS
3.1) George Jameson Hall Elevator Modernization Project Pre-Renovation Asbestos Survey,
Non-Asbestos Materials – Based on results from previous Delta Sampling efforts, results from
previous sampling efforts of other Consultants, results from the Cornell 4D Database, and results
reported for samples collected during this Survey of accessible suspect materials within the
George Jameson Hall Elevator Modernization Renovation spaces, the following materials were
identified as non-asbestos:
Homogenous
Area (HA) Non- Asbestos Building Material
02 Gray/Brown Mastic from Gray Rubber Floor - Elevator Cab
03 Brown Board Flooring under Gray Rubber Floor - Elevator Cab
05 Tan Cloth w/ Foil Covering from Fiberglass Drain Pipe Insulation
06 Gray Fitting Insulation from Roof Drain Fiberglass Pipe Insulation
08 Tan/Green Mastic from Carpet - Elevator Hallway Lobby Floor
09 Red 6" x 6" Quarry Tile Flooring - Ground Floor Elevator Hallway Lobby
13** Pipe Fitting Insulation – Domestic Cold Water
14** Pipe Fitting Insulation – Domestic Hot Water
15** Gypsum Board
14311-01*** Joint Compound
2012.004.199-01**** Pipe Fitting Insulation
2012.004.199-02**** Sheetrock
2012.004.199-03**** Joint Compound
2016.078.153-04**** Black Mastic from Gray and Black Mottled 12"X12" Floor Tile
2016.078.153-05**** White Hard Pack Pipe Insulation - Chase way
2016.078.153-06**** Gray Duct Sealant
2016.078.153-10**** Tan Mastic from 4" Brown Cove Base
2016.078.153-14**** White Cloth w/ Foiled/Black Mastic Wrap from Fiberglass Pipe Insulation
2016.078.153-15**** Red Fire Stop Caulk
** – Material listed in Cornell 4-D Database
*** – Material previously sampled by other Consultant
**** - Material previously sampled by Delta
3.2) George Jameson Hall Elevator Modernization Project Pre-Renovation Asbestos Survey,
Asbestos-Containing Materials – Based on results from previous Delta Sampling efforts, results
from previous sampling efforts of other Consultants, results from the Cornell 4D Database, and
results reported for samples collected during this Survey of accessible suspect materials within
the George Jameson Hall Elevator Modernization Renovation spaces, the following materials were
identified as being asbestos-containing:
Homogenous
Area (HA) Asbestos Containing Material
01 Hoist way Door Insulation
04 Elevator Cab Door Insulation
07 Exterior Gray Caulk from Louver/Vent - Elevator Machine Room
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Homogenous
Area (HA) Asbestos Containing Material
10* Assumed Suspect Cloth Wiring, Switchgear
11* Assumed Suspect Brake Shoes, Elevator Motor
12* Assumed Suspect Transite Disks, Switchgear
2016.078.153-17**** Gray and Black Mottled 12"X12" Floor Tile
* – Material assumed to be Asbestos Containing, present on active system & could not be sampled
**** - Material previously sampled by Delta
A breakdown of asbestos-containing materials by Homogeneous Area is as follows:
A) Elevator Hoistway Door Core Insulation, HA 01: The asbestos-containing material is present in
the elevator hoistway door slabs on each of the eight floors. There are 2 hoistway door slabs per
elevator on each of the 8 levels, with each slab having approximately 13 square feet of interior
asbestos core insulation. Based on this, the total amount of the asbestos containing hoistway
door core insulation is approximately 416 square feet (4 hoistway door slabs per floor at 8 floors
at 13 sf each).
B) Elevator Cab Door Core Insulation, HA 04: This asbestos containing material is present in the
cab door slabs for each of the elevator cabs, with each slab having approximately 13 square feet.
Based on this, the total amount of the asbestos containing elevator cab door core insulation is
approximately 52 square feet (4 cab door slabs at 13 sf each).
C) Exterior Gray Caulk from Louver/Vent - Elevator Machine Room, HA 07: This asbestos
containing caulk is present on the exterior perimeter of the frames for the two elevator machine
room wall louvers. A total of approximately 1 square foot of this asbestos containing caulk is
present on the exterior louver frames (two qty 18” x 18” louvers @ average 1” caulk application
width).
D) “Assumed” Cloth Wiring, HA 10*: Suspect wire wrap is present on the wiring associated with
the elevator room switchgear and control panels. Due to the fact that the elevator system was
active/energized at the time of the Survey, it could not be sampled. This cloth wire wrap must be
assumed asbestos containing until proven otherwise through sampling and analysis.
E) “Assumed” Elevator Motor Brake Shoes, HA 11*: These “assumed” asbestos containing
elevator motor brake shoes are present on each elevator system (2 sets total). Due to the fact
that the elevator system was active/energized at the time of the Survey, the brake shoes could not
be sampled but were visually identified as being suspect transite.
F) “Assumed” Switchgear Transite Discs, HA 12*: These “assumed” asbestos containing transite
discs are present in the elevator switchgear units. A total of 4 discs were observed to be present.
Due to the fact that the elevator system was active/energized at the time of the Survey, the
switchgear discs could not be sampled but were visually identified as being suspect transite.
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G) Gray and Black Mottled 12"X12" Floor Tile, HA 2016.153.153-17****: This asbestos containing
gray and black mottled 12”x12” floor tile (VAT) was observed to be present in the basement
corridor at the elevator Lobby. The mastic associated with this floor tile was reported as being
non-asbestos. The potential impact to this VAT as a part of the elevator modernization project was
unknown at the time of the Survey but it is included here for reference.
It should be noted that the Elevator Machine Room Roof will be impacted by the Project via
the installation of a Roof Hatch (as delineated on Drawing U-101 Detail D4). Although this
roof section was accessible and visually inspected as a part of this Survey, it was not
sampled based on the following:
As per Cornell Policy, all roof system cutting and patching operations must be
performed by the Cornell Roof Shop and no Roof Shop Representative was present
at the time of the survey.
The existing roof was observed to be a newer EPDM system but the presence of suspect
asphalt based flashings, tars or vapor barriers beneath could not be verified (or sampled)
without cutting/coring the roof. Based on this, all suspect asphalt based roofing materials
that may be present beneath the existing EPDM system must be assumed asbestos
containing until proven otherwise through sampling and analysis.
4.0 INACCESSIBLE AREAS
This Pre-Renovation Asbestos Survey was limited to ONLY those spaces included Elevator
Modernization renovation areas. Associated rooms, spaces and areas which were visible and
accessible were inspected and sampled as a part of this survey. Inaccessible areas such as wall
cavities, fixed/hard ceiling plenum spaces and enclosed pipe chases were not included as a part
of this Survey. Any suspect materials present in areas not accessible or not included as a part of
this Survey shall be assumed ACM when encountered, until tested.
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APPENDIX A
Asbestos Bulk Sample Report Form
Material Asbestos PLM Result TEM Result
Bulk Sample Description / Details Type Type % Asbestos % Asbestos
2016.078.176 -01A 01 BM
Hoist way Door Insulation, North Elevator -
Basement Lobby Hallway Misc.57.1%NA
2016.078.176 -01B 01 BM
Hoist way Door Insulation, North Elevator -
Basement Lobby Hallway Misc.NA/PS NA
2016.078.176 -01C 01 6
Hoist way Door Insulation, South Elevator
- 6th Floor Lobby Hallway Misc.NA/PS NA
2016.078.176 -02A 02 Cab
Gray/Brown Mastic from Gray Rubber Floor -
North Elevator Cab Misc.ND ND ND
2016.078.176 -02B 02 Cab
Gray/Brown Mastic from Gray Rubber Floor -
South Elevator Cab Misc.ND ND ND
2016.078.176 -03A 03 Cab
Brown Board Flooring under Gray Rubber
Floor - North Elevator Cab Misc.ND ND NA
2016.078.176 -03B 03 Cab
Brown Board Flooring under Gray Rubber
Floor - South Elevator Cab Misc.ND ND NA
2016.078.176 -04A 04 Cab
Elevator Cab Door Insulation - North
Elevator Misc.66.7%NA
2016.078.176 -04B 04 Cab
Elevator Cab Door Insulation - South
Elevator Misc.NA/PS NA
2016.078.176 -05A 05 PH
Tan Cloth w/ Foil Covering from Fiberglass
Drain Pipe Insulation - Elevator Machine
Room Misc.ND ND NA
2016.078.176 -05B 05 PH
Tan Cloth w/ Foil Covering from Fiberglass
Drain Pipe Insulation - Elevator Machine
Room Misc.ND ND NA
2016.078.176 -06A 06 PH
Gray Fitting Insulation from Roof Drain
Fiberglass Pipe Insulation - Elevator Machine
RM TSI ND ND NA
2016.078.176 -06B 06 PH
Gray Fitting Insulation from Roof Drain
Fiberglass Pipe Insulation - Elevator Machine
RM TSI ND ND NA
Chrysotile
Chrysotile
Number of Samples Analyzed: PLM - 16 / TEM - 4
Project: George Jameson Hall Elevator
Modernization Project - Pre-Renovation
Asbestos Survey
860 Hooper Road, Endwell, NY 13760 Tel: 607.231.6600 Fax 607.231.6640
Client: Cornell University Delta Proj. No.: 2016.078.176
Asbestos Inspector: Michael J. Staudt
HA*
www.delta-eas.com
Floor
Dates Sampling Performed: 11/16/2016
Date of Report: 11/22/2016
Laboratory: AmeriSci Labs
Number
Work Order No.: 9371614
Number of Samples Collected: 20
Asbestos Bulk Sample Report Form
Building Code: 3201
Sample
Cornell University George Jameson Hall
Elevator Modernization Project
Pre-Renovation Asbestos Survey 1 of 2
Material Asbestos PLM Result TEM Result
Bulk Sample Description / Details Type Type % Asbestos % Asbestos
Number of Samples Analyzed: PLM - 16 / TEM - 4
Project: George Jameson Hall Elevator
Modernization Project - Pre-Renovation
Asbestos Survey
860 Hooper Road, Endwell, NY 13760 Tel: 607.231.6600 Fax 607.231.6640
Client: Cornell University Delta Proj. No.: 2016.078.176
Asbestos Inspector: Michael J. Staudt
HA*
www.delta-eas.com
Floor
Dates Sampling Performed: 11/16/2016
Date of Report: 11/22/2016
Laboratory: AmeriSci Labs
Number
Work Order No.: 9371614
Number of Samples Collected: 20
Asbestos Bulk Sample Report Form
Building Code: 3201
Sample
2016.078.176 -06C 06 PH
Gray Fitting Insulation from Roof Drain
Fiberglass Pipe Insulation - Elevator Machine
RM TSI ND ND NA
2016.078.176 -07A 07 PH
Exterior Gray Caulk from Louver/Vent -
Elevator Machine Room Misc.2.3%NA/PS
2016.078.176 -07B 07 PH
Exterior Gray Caulk from Louver/Vent -
Elevator Machine Room Misc.NA/PS NA/PS
2016.078.176 -08A 08 6
Tan/Green Mastic from Carpet - Elevator
Hallway Lobby Floor Misc.ND ND ND
2016.078.176 -08B 08 5
Tan/Green Mastic from Carpet - Elevator
Hallway Lobby Floor Misc.ND ND ND
2016.078.176 -09A 09 G
Red 6" x 6" Quarry Tile Flooring - Ground
Floor Elevator Hallway Lobby Misc.ND ND NA
2016.078.176 -09B 09 G
Red 6" x 6" Quarry Tile Flooring - Ground
Floor Elevator Hallway Lobby Misc.ND ND NA
TSI - Thermal System Insulation Misc - Miscellaneous Material Trace / < 1% - Non-asbestos by definition
Chrysotile
HA - Homogenous Area ND - No Asbestos Detected NA - Not Analyzed by Methodology NA/PS - Not Analyzed, Positive Stop
Cornell University George Jameson Hall
Elevator Modernization Project
Pre-Renovation Asbestos Survey 2 of 2
16
860 Hooper Road
Endwell, NY 13760
Tel: 607.231.6600
Fax: 607.231.6650
www.delta-eas.com
APPENDIX B
Laboratory Analytical Results
d@ffiq
,{
AuenLScr
Delta Engineers
Attn: Stephen Prislupsky
860 Hooper Road
Endwell, NY 13760
AmeriSci New York
1 17 EAST 3OTH ST.
NEW YORK, NY 10016
TEL: (212) 679-8600 . FAX: (212) 679-3114
PLM Bulk Asbestos Report
Date Received tUtTlLl AmerisciJob # 2L6tt3O64
Date Examined 11117116 P.O. #
ELAP #11480 Page 1 of 4
RE:2016.078.176; Cornell University; George Jameson Hall -
Elevator Replacement Pre-Renovation Asbestos Survey -
Client Prolect No.: 9371614
Client No. / HGA Lab No.Asbestos Present Total % Asbestos
2016.078.176-014 216113064-01 yes
01 Location: Fl. BM - Basement - Lobby Hallway - North Elevator - Hoist Way Door
lnsulation
Analyst Description: Grey, Homogeneous, Fibrous, Bulk Material
Asbestos Types: Chrysotile 57.1 o/o
Other Materia!: Cellulose 30 %, Non-fibrous 12.9 %
57.1 o/o
(by NYS ELAP 198.1)
by Valeriu Voicu
on 11117116
2016.078.176-018 216113064-02
01 Location: Fl. BM - Basement - Lobby Hallway - North Elevator - Hoist Way Door
lnsulation
Analyst Description: Bulk Material
Asbestos Types:
Other Material:
NfuPS
2016.078.176-01C
Analyst Description: Bulk Material
Asbestos Types:
Other Material:
216113064-03
Location: Fl. 6 - 6th Floor - Lobby Hallway - South Elevator - Hoist Way Door lnsulation
NA/PS
01
2016.078.176-02A 216113064-04 IVo NAD
02 Location: Fl. Cab - North Elevator Cab - Gray / Brown Mastic From Gray Rubber Floor (by NYS ELAP 198.6)
by Valeriu Voicu
on 11117116
Analyst Description: Brown/Grey, Heterogeneous, Non-Fibrous, Bulk Material
Asbestos Types:
Other Material: Non-fibrous 15.2 o/o
2016.078.176-028 216113064-05 IVo
02 Location: Fl. Cab - South Elevator Cab - Gray / Brown Mastic From Gray Rubber Floor
Analyst Description: Brown/Grey, Homogeneous, Non-Fibrous, Bulk Material
Asbestos Types:
Other Material: Non-fibrous 16.7 %
NAD
(by NYS ELAP 198.6)
by Valeriu Voicu
on 11117116
See Reporting notes on last page
AmeriSci Job #: 21611306/-
Client Name: Delta Engineers
Page 2 of 4
PLM Bulk Asbestos Report
2016.078.176; Cornell University; George Jameson Hall -
Elevator Replacement Pre-Renovation Asbestos Survey - Client
Project No.: 9371614
Client No. / HGA Lab No. Asbestos Present Total % Asbestos
2016.078.176-03A 216113064-06 IVo NAD
03 Location: Fl. Cab - North Elevator Cab - Brown Board Flooring Under Gray Rubber (by NYS ELAP 198.1)
Floor by Valeriu Voicu
on 11117116
Analpt Description: Brown, Homogeneous, Fibrous, Bulk Material
Asbestos Types:
Other Materia!: Cellulose 95 %, Non-fibrous 5 %
2016.078.176-038 216113064-07 IVo NAD
03 Location: Fl. Cab - South Elevator Cab - Brown Board Flooring Under Gray Rubber (by NYS ELAP 198.1)
Floor by Valeriu Voicu
on 11117116
Analyst Description: Brown, Homogeneous, Fibrous, Bulk Material
Asbestos Types:
Other Material: Cellulose 97 %, Non-fibrous 3 %
2016.078.176-04A 216113064-08 Yes 66.7 o/o
04 Location: Fl. Cab - North Elevator - Elevator Cab Door lnsulation (by NYS ELAP 198.1)
by Valeriu Voicu
on 11117116
Analyst Description: Grey, Homogeneous, Fibrous, Bulk Material
Asbestos Types: Chrysotile 66.7 o/o
Other Material: Cellulose 25 %, Non-fibrous 8.3 %
2016.078.176-048 216113064-09 NA/PS
04 Location: Fl. Cab - South Elevator - Elevator Cab Door lnsulation
Analyst Description: Bulk Material
Asbestos TyPes:
Other Material:
2016.078.176-05A
05
216113064-10 IVo NAD
Location: Fl. PH - Elevator Machine Room - Tan Cloth W/ FoilCovering From (by NYS ELAP 198.1)
Fiberglass Drain PiPe lnsulation
Analyst Descri ption : Si lver/Tan, Heterogeneous, Fibrous, Bulk Material
Asbestos Types:
Other Material: Cellulose 60 %, Fibrous glass 5 %, Non-fibrous 35 %
by Valeriu Voicu
on 11117116
2016.078.176-058 216113064-11 No NAD
0S Location: Fl. PH - Elevator Machine Room - Tan Cloth W/ Foil Covering From (by NYS ELAP 198.1)
Fiberglass Drain Pipe lnsulation by Valeriu Voicu
on 11117116
Analyst Descri ption : Silver/Tan, Heterogeneous, Fi brous, Bulk Material
Asbestos Types:
Other Material: Cellulose 55 %, Fibrous glass 5 %, Non-fibrous 40 o/o
See Reporting notes on last Page
AmeriSci Job #: 216113064
Client Name: Delta Engineers Page 3 of 4
PLM Bulk Asbestos Report
2016.078.176; Cornell University; George Jameson Hall -
Elevator Replacement Pre-Renovation Asbestos Survey - Client
Project No.:9371614
Glient No. / HGA Lab No. Asbestos Present Total % Asbestos
2016.078.176-064 216113064-12 lVo NAD
06 Location: Fl. PH - Elevator Machine Room - Gray Fitting lnsulation From Roof Drain (by NyS ELAP 19g.1)
Fiberglass Pipe lnsulation by Valeriu Voicu
on 11117116
Analyst Description: Grey, Homogeneous, Fibrous, Bulk Material
Asbestos Types:
Other Material: Cellulose Trace, Fibrous glass 30 o/o, Non-fibrous 70 %
2016.078.176-068 216113004-13 No NAD
06 Location: Fl. PH - Elevator Machine Room - Gray Fitting lnsulation From Roof Drain (by NyS ELAp 1gg. j)
Fiberglass Pipe lnsulation by Valeriu Voicu
on 11117116
Analyst Description: Grey, Homogeneous, Fibrous, Bulk Material
Asbestos Types:
Other Material: Cellulose Trace, Fibrous glass 25 yo, Non-fibrous 75 %
2016.078.176-06C 216113064-14 /Vo NAD
06 Location; Fl. PH - Elevator Machine Room - Gray Fitting lnsulation From Roof Drain (by NYS ELAp 198.1)
Fiberglass Pipe lnsulation by Valeriu Voicu
on 11117116
Analyst Description: Grey, Homogeneous, Fibrous, Bulk Material
Asbestos Types:
Other Material: Cellulose Trace, Fibrous glass 30 %, Non-fibrous 70 %
2016.078.176-07A 216113064-15 yes 2.3 o/o
07 Location: Fl. PH - Elevator Machine Room - Exterior Gray Caulk From Louver / Vent (by NYS ELAP 198.6)
by Valeriu Voicu
on 11117116
Analyst Description: Greyffan, Homogeneous, Non-Fibrous, Bulk Material
Asbestos Types: Chrysotile 2.3 %
Other Material: Non-fibrous 8.2 o/o
2016.078.176-078 216113064-16
07 Location: Fl. PH - Elevator Machine Room - Exterior Gray Caulk From Louver / Vent
Analyst Description: Bulk Material
Asbestos Types:
Other Material:
NA/PS
2016.078.176-08A 216113064-17 No NAD
08 Location: Fl. 6 - Elevator - Hallway Lobby - Floor - Tan / Green Mastic From Carpet (by NYS ELAP 198.6)
by Valeriu Voicu
on 11117116
Analyst Description: Tan/Green/Grey, Heterogeneous, Non-Fibrous, Bulk Material
Asbestos Types:
Other Material: Non-fibrous 25 o/o
See Reporting notes on last page
AmeriSci Job #: 2161130il
Client Name: Delta Engineers Page 4 of 4
PLM Bulk Asbestos Report
2016.078.176; Cornell University; George Jameson Hall -
Elevator Replacement Pre-Renovation Asbestos Survey - Client
Project No.: 9371614
Glient No. / HGA Lab No.Asbestos Present Total % Asbestos
2016.078.176-088 216113064-18 /vo
08 Location: Fl. 5 - Elevator - Hallway Lobby - Floor - Tan / Green Mastic From Carpet
Analyst Description: Tan/Green/Grey, Heterogeneous, Non-Fibrous, Bulk Material
Asbestos Types:
Other Material: Non-fibrous 19.8 %
NAD
(by NYS ELAP 198.6)
by Valeriu Voicu
on 11117116
2016.078.176-094 216113064-19 A/o
09 Location: Fl. G - Ground Floor - Elevator - Hallway Lobby - Red 6" x 6" Quarry Tile
Flooring
Analyst Description: Grey, Homogeneous, Non-Fibrous, cementitious, Bulk Material
Asbestos Types;
Other Material: Cellulose Trace, Non-fibrous 100 %
NAD
(by NYS ELAP 198.1)
by Valeriu Voicu
on 11117116
2016.078.176-098 216113064-20 No
09 Location: Fl. G - Ground Floor - Elevator - Hallway Lobby - Red 6" x 6" Quarry Tile
Flooring
Analyst Description: Grey, Homogeneous, Non-Fibrous, cementitious, Bulk Material
Asbestos Types:
Other Material: Cellulose Trace, Non-fibrous 100 %
NAD
(by NYS ELAP 198.1)
by Valeriu Voicu
on 1'1117116
Reporting Notes:
Analyzed by: Valeriu Voicu
-NADiNSD =no asbestos detected; NA =not analyze{ NfuPs=not analyzed/positive stop, (SOF-V) = Sprayed On Fireproofing containing Vermiculite;
(SM-V) = Surfacing Material containing Vermicullte; PLM Bulk Asbestos Analysis by EPA 6OOIM4-82-O2O per 40 CFR 763 (NVLAP 2OOb46-0), ELAp
PLM Method '198'1 for NY friable samples, wttich includes the identification and quantitation of vermiculite or 198.6 for NOB samples or EpA 400 pt ct
by EPA 6001M4-82-020 (NY ELAP Lab 11480); Note:PLM is not consistently reliable in detecting asbestos in floor coverings and similar non-friable
organically bound materials. NAD or Trace results by PLM are inconclusive, TEM is currently the only method that can be used to determine if this
material can be considered or treated as non asbestos-containing in NY State (also see EPA Advisory for floor tile, FR 59,146,3g970,g/1/g4) National
lnstitute of Standards and Technology Accreditation requirements mandate that this report must not be reproduced except in full without the approval of
the lab.This PLM report relates oNLY to the items tested. AIHA-LAP, LLc Lab lD 102843, Rt cert AAL-094, cT cert pH-0186, Mass cert AAoo0054.
Reviewed By:END OF REPORT
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17
860 Hooper Road
Endwell, NY 13760
Tel: 607.231.6600
Fax: 607.231.6650
Website: www.deltaengineers.com
APPENDIX C
Delta Engineers, Architects, & Land Surveyors
Company and Personnel 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, P.C.
860 Hooper Road
Endwell, NY 13760
FILE NUMBER: 05-0851
LICENSE NUMBER: 29322
LICENSE CLASS: RESTRICTED
DATE OF ISSUE: 09/08/2016
EXPIRATION DATE: 09/30/2017
Duly Authorized Representative – David J Chambers:
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 Yor k 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
18
860 Hooper Road
Endwell, NY 13760
Tel: 607.231.6600
Fax: 607.231.6650
Website: www.deltaengineers.com
APPENDIX D
Laboratory Certifications
,....,-,,\ ^fl n /11' National Voluntary
INIVLIAPJ Laboratory Accreditatlon Program
-\l
SCOPE OF ACCREDITATION TO ISO/IEC 17025:2005
AmeriSci New York
DBA: AmeriSci New York
Il7 E.30th Street
New York, NY 10016
Mr. Paul Mucha
Phone: 212-679-8600 Fax: 212-679-27 ll
Email : pmucha@amerisci.com
http ://www.amerisci.com
ASBESTOS FIBER ANALYSIS
Bulk Asbestos Analysis
Code
l8/A0l
r 8/403
Airborne Asbestos Analysis
t8tA02
NVLAP LAB CODE 200546-0
Description
EPA 600/lvl4-82-020: Interim Method for the Determination of Asbestos in Bulk lnsulation Samples
EPA 600/R-93ll16: Method for the Determination of Asbestos in Bulk Building Materials
Description
U.S. EPA's "Interim Transmission Electron Microscopy Analytical Methods-Mandatory and
Nonmandatory-and Mandatory Section to Determine Completion of Response Actions" as found in
40 CFR, Part763, Subpart E, Appendix A.
For the National V'
Effective 20 I 6-07-0 I through 20 I 7-06-3 0 Page I of I
United States Department of Commerce
National lnstitute of Standards and Technology
Gertificate of Accreditation to ISO/IEC 17025:2005
NVLAP LAB CODE: 200546-0
AmeriSci New York
New York, NY
is acaedited by the National Voluntary Laboratory Accreditation Program for specific services,
listed on fhe Scope of Accreditation, for:
Asbestos Fiber Analysis
This laboratory is acuedited in accordance with the recognized lntemational Standard ISO/IEC 17025:2005.
This accreditation demonstrates technical competence for a defined scope and the operation of a laboratory quality
management system (refer to joint ISOJLAC-IAF Communique dated January 2009).
2016-07 -01 through 201 7 -06-30
nt'Vqo'offirEffective Dates
19
860 Hooper Road
Endwell, NY 13760
Tel: 607.231.6600
Fax: 607.231.6650
Website: www.deltaengineers.com
APPENDIX E
Bulk Sample Location Drawings
20
860 Hooper Road
Endwell, NY 13760
Tel: 607.231.6600
Fax: 607.231.6650
Website: www.deltaengineers.com
APPENDIX F
Cornell 4D Database Information
4D Samples ListSampleMaterial NameSystem NameRoom #Material StatusTestResultNorth Campus High Rise #13201Sample Comments2/11/2013as ofSampleDate6442A5/30/2000CaulkNoWindows1G12Negative6442B5/30/2000CaulkNoWindows1G14Negative6304D4/12/2000CaulkYesDoors/Hdwr/Keys1G00CEPositiveInterior caulk around aluminum door frame6305A4/12/2000CaulkYesDoors/Hdwr/Keys1G00CDPositiveExterior caulk around aluminum door frame65618/1/2000CaulkNoDoors/Hdwr/KeysIG00CHNegativeSide entrance, door caulk199557/16/2008Ceiling-Sprayed-onYesCeiling 1534Positive3 of 3, above closet ceiling199537/16/2008Ceiling-Sprayed-onYesCeiling 1354Positive1 of 3, above closet ceiling199547/16/2008Ceiling-Sprayed-onYesCeiling 1464Positive2 of 3, above closet ceiling6428C5/30/2000Drop-In TileNoCeiling 1603BNegative6477A6/13/2000Fitting-DCWYesDom. Cold Water 1B12CNegative6477B6/13/2000Fitting-DCWYesDom. Cold Water 1100TDNegative103952/27/2002Fitting-DCWYesDom. Cold Water 1300TENegativefitting on copper, lines are fiberglass103942/27/2002Fitting-DHWYesDom. Hot Water1300TENegativefitting on copper, lines are fiberglass103932/27/2002Fitting-DHWYesDom. Hot Water1600TANegativefitting on copper, lines are fiberglass103922/27/2002Fitting-DHWYesDom. Hot Water1600TANegativefitting on copper line are fiberglass6479A6/13/2000Fitting-glycolNoAir Sys. S & R (HVA16P0UNegative6477D6/13/2000Fitting-glycolNoAir Sys. S & R (HVA16P0UNegative6477C6/13/2000Fitting-glycolNoAir Sys. S & R (HVA16P0UNegative6426A5/30/2000Gypsum BoardNoCeiling 1600TANegative6426B5/30/2000Gypsum BoardNoCeiling 1600TBNegative6426D5/30/2000Gypsum BoardNoCeiling 1612Negative6427A5/30/2000Gypsum BoardNoCeiling 1600CANegative6427C5/30/2000Gypsum BoardNoCeiling 1603Negative6427D5/30/2000Gypsum BoardNoWall 1603Negative6429A5/30/2000Gypsum BoardNoWall 1500TANegative6429B5/30/2000Gypsum BoardNoWall 1500TENegative6429D5/30/2000Gypsum BoardNoCeiling 1500CANegative6430C5/30/2000Gypsum BoardNoWall 1542Negative6431A5/30/2000Gypsum BoardNoCeiling 1561Negative6431D5/30/2000Gypsum BoardNoWall 1400TANegative6432A5/30/2000Gypsum BoardNoWall 1400TBNegative6432C5/30/2000Gypsum BoardNoCeiling 1400LNegative
4D Samples ListSampleMaterial NameSystem NameRoom #Material StatusTestResultNorth Campus High Rise #13201Sample Comments2/11/2013as ofSampleDate6433A5/30/2000Gypsum BoardNoWall 1423Negative6434A5/30/2000Gypsum BoardNoWall 1300CFNegative6435A5/30/2000Gypsum BoardNoCeiling 1300CDNegative6435C5/30/2000Gypsum BoardNoWall 1321Negative6435D5/30/2000Gypsum BoardNoWall 1312Negative6436B5/30/2000Gypsum BoardNoWall 1200TENegative6436C5/30/2000Gypsum BoardNoCeiling 1200TFNegative6437A5/30/2000Gypsum BoardNoWall 1200CANegative6437B5/30/2000Gypsum BoardNoCeiling 1200LNegative6437D5/30/2000Gypsum BoardNoWall 1221Negative6438A5/30/2000Gypsum BoardNoWall 1212Negative6438D5/30/2000Gypsum BoardNoCeiling 1100TENegative6439A5/30/2000Gypsum BoardNoWall 1100TDNegative6439B5/30/2000Gypsum BoardNoWall 1100CGNegative6439D5/30/2000Gypsum BoardNoCeiling 1100CDNegative6440A5/30/2000Gypsum BoardNoWall 1121Negative6440B5/30/2000Gypsum BoardNoWall 1151Negative6440D5/30/2000Gypsum BoardNoWall 1G16Negative6441A5/30/2000Gypsum BoardNoCeiling 1G00TBNegative6441B5/30/2000Gypsum BoardNoWall 1G00CFNegative6432D5/30/2000Gypsum BoardNoWall 1400CFNegative6434C5/30/2000Gypsum BoardNoCeiling 1300TFNegative6434D5/30/2000Gypsum BoardNoWall 1300CFNegative6433B5/30/2000Gypsum BoardNoWall 1411Negative6428A5/30/2000Gypsum BoardNoWall 1604Negative6430B5/30/2000Gypsum BoardNoCeiling 1500CHNegative6304B4/12/2000Gypsum BoardNoCeiling 11G00LNegativeComposite6304C4/12/2000Gypsum BoardNoCeiling 11G00LNegativeField6458D6/7/2000MasticYesCeiling 1506Negative6052B10/27/1999MasticNoFloor 1612Negative1/8 ' bead around edges of parquet flooring6052A10/27/1999MasticNoFloor 1612Negativeblack rubbery under parquet flooring101802/8/2002Misc., OtherNoDoors/Hdwr/Keys1600CANegative1 of 3 for fire door insulation
4D Samples ListSampleMaterial NameSystem NameRoom #Material StatusTestResultNorth Campus High Rise #13201Sample Comments2/11/2013as ofSampleDate101812/8/2002Misc., OtherNoDoors/Hdwr/Keys1600CANegative2 of 3 for fire door insulation101822/8/2002Misc., OtherNoDoors/Hdwr/Keys1600CANegative3 of 3 for fire door insulation1525412/10/2004Misc., OtherYesDoors/Hdwr/Keys1500CBPositivedoor fill, north suite door with small louver sample taken in space 1500cb1525512/10/2004Misc., OtherYesDoors/Hdwr/Keys1300CEPositivedorr fill, north suite door1525612/10/2004Misc., OtherYesDoors/Hdwr/Keys1200CDPositivedoor fill, north suite door6458C6/7/2000Spline TIleNoCeiling 1206Negative6458A6/7/2000Spline TIleNoCeiling 1506Negative6458B6/7/2000Spline TIleNoCeiling 1506Negative6428D5/30/2000Vinyl Composition SheetiNoFloor 1604ANegative6428B5/30/2000Vinyl TileYesFloor 1603APositive5769A3/30/1999Vinyl TileYesFloor 1B00CBPositive12x12 tan / brown spec( space boocb)6441C5/30/2000Vinyl TileYesFloor 1G00EANegative6441D5/30/2000Vinyl TileYesFloor 1B00CBPositive6433D5/30/2000Vinyl TileYesFloor 1405Positive6431B5/30/2000Vinyl TileYesFloor 1505Positive
21
860 Hooper Road
Endwell, NY 13760
Tel: 607.231.6600
Fax: 607.231.6650
Website: www.deltaengineers.com
APPENDIX G
Previous Delta Sample Results
Material Asbestos PLM Result TEM Result
Bulk Sample Description / Details Type Type % Asbestos % Asbestos
2012.004.199 -01A 01 G
2" Pipe Fitting Insulation - Rm 1611, Pipe
Chase Misc ND ND NA
2012.004.199 - 01B 01 G
2" Pipe Fitting Insulation - Rm 1615A, Pipe
Chase Misc ND ND NA
2012.004.199 - 01C 01 G
2" Pipe Fitting Insulation - Rm 1614A, Pipe
Chase Misc ND ND NA
2012.004.199 - 02A 02 6 Sheetrock - Ceiling, Rm 1611 Misc ND ND NA
2012.004.199 - 02B 02 6 Sheetrock - Ceiling, Rm 1603A Misc ND ND NA
2012.004.199 - 02C 02 4 Sheetrock - Ceiling, Rm 1405 Misc ND ND NA
2012.004.199 - 03A 03 6 Joint Compound - Ceiling, Rm 1611 Misc ND ND NA
2012.004.199 - 03B 03 6 Joint Compound - Ceiling, Rm 1603A Misc ND ND NA
2012.004.199 - 03C 03 4 Joint Compound - Ceiling, Rm 1405 Misc ND ND NA
2012.004.199 - 04A 04 6 Brown Cove Base Mastic - Rm 1611 Misc ND ND ND
2012.004.199 - 04B 04 6 Brown Cove Base Mastic - Rm 1603A Misc ND ND ND
2012.004.199 - 04C 04 5 Brown Cove Base Mastic - Rm 1505 Misc ND ND ND
Delta Proj. No.: 2012.004.199Client: Cornell University Work Order No./Service Request No.: 5177950/S107414
Date Sampling Performed: 08/01/12
Date of Report: 08/06/12
Laboratory: AmeriSci Labs
Asbestos Bulk Sample Report Form
Asbestos Inspector: Robert Mosher
Number of Samples Collected: 29
Number of Samples Analyzed: PLM-29, TEM-12
Number HA*Floor
Project: George Jamison Hall, High
Rise No. 1 Kitchen Project "Limited" Pre-
Renovation Asbestos Survey
Building Code: 3201
Sample
860 Hooper Road
Endwell, NY 13760
Tel: 607.231.6600
Fax: 607.231.6650
Website: www.deltaengineers.com
AN ISO 9001:2008 CERTIFIED COMPANY
Cornell University George Jamison Hall
Kitchen Renovations Project
Limited Pre-Renovation Asbestos Survey Page 1 of 3
Material Asbestos PLM Result TEM Result
Bulk Sample Description / Details Type Type % Asbestos % Asbestos
Delta Proj. No.: 2012.004.199Client: Cornell University Work Order No./Service Request No.: 5177950/S107414
Date Sampling Performed: 08/01/12
Date of Report: 08/06/12
Laboratory: AmeriSci Labs
Asbestos Bulk Sample Report Form
Asbestos Inspector: Robert Mosher
Number of Samples Collected: 29
Number of Samples Analyzed: PLM-29, TEM-12
Number HA*Floor
Project: George Jamison Hall, High
Rise No. 1 Kitchen Project "Limited" Pre-
Renovation Asbestos Survey
Building Code: 3201
Sample
860 Hooper Road
Endwell, NY 13760
Tel: 607.231.6600
Fax: 607.231.6650
Website: www.deltaengineers.com
AN ISO 9001:2008 CERTIFIED COMPANY
2012.004.199 - 05A 05 6
2"x2" Tan w/ spots ceramic tile grout - Rm
1611 Misc ND ND NA
2012.004.199 - 05B 05 6
2"x2" Tan w/ spots ceramic tile grout - Rm
1611 Misc ND ND NA
2012.004.199 - 06A 06 6
2"x2" Tan w/ spots ceramic tile mortar bed -
Rm 1611 Misc ND ND NA
2012.004.199 - 06B 06 6
2"x2" Tan w/ spots ceramic tile mortar bed -
Rm 1611 Misc ND ND NA
2012.004.199 - 07A 07 6 Window Caulk - Rm 1611 at Brick Misc Chrysotile Trace 1.9%
2012.004.199 - 07B 07 6 Window Caulk - Rm 1611 at Brick Misc NA/PS Trace NA/PS
2012.004.199 - 08A 08 6 Door Caulk - Hallway at Rm 1611 Door Misc Chrysotile Trace 1.9%
2012.004.199 - 08B 08 6 Door Caulk - Hallway at Rm 1611 Door Misc NA/PS Trace NA/PS
2012.004.199 - 09A 09 6
12"x12" Tan w/ Brown Specks Floor Tie -
Rm 1603A Misc Chrysotile ND 2.9%
2012.004.199 - 09B 09 5
12"x12" Tan w/ Brown Specks Floor Tie -
Rm 1505 Misc NA/PS ND NA/PS
2012.004.199 - 09C 09 4
12"x12" Tan w/ Brown Specks Floor Tie -
Rm 1405 Misc NA/PS ND NA/PS
2012.004.199 - 10A 10 6
Black Mastic from 12"x12" Tan w/ Brown
Specks Floor Tile - Rm 1603A Misc ND ND ND
Cornell University George Jamison Hall
Kitchen Renovations Project
Limited Pre-Renovation Asbestos Survey Page 2 of 3
Material Asbestos PLM Result TEM Result
Bulk Sample Description / Details Type Type % Asbestos % Asbestos
Delta Proj. No.: 2012.004.199Client: Cornell University Work Order No./Service Request No.: 5177950/S107414
Date Sampling Performed: 08/01/12
Date of Report: 08/06/12
Laboratory: AmeriSci Labs
Asbestos Bulk Sample Report Form
Asbestos Inspector: Robert Mosher
Number of Samples Collected: 29
Number of Samples Analyzed: PLM-29, TEM-12
Number HA*Floor
Project: George Jamison Hall, High
Rise No. 1 Kitchen Project "Limited" Pre-
Renovation Asbestos Survey
Building Code: 3201
Sample
860 Hooper Road
Endwell, NY 13760
Tel: 607.231.6600
Fax: 607.231.6650
Website: www.deltaengineers.com
AN ISO 9001:2008 CERTIFIED COMPANY
2012.004.199 - 10B 10 5
Black Mastic from 12"x12" Tan w/ Brown
Specks Floor Tile - Rm 1505 Misc ND ND ND
2012.004.199 - 10C 10 4
Black Mastic from 12"x12" Tan w/ Brown
Specks Floor Tile - Rm 1405 Misc ND ND ND
2012.004.199 - 11A 11 6
White Door Caulk - Rm 1603A at Door on
Sheetrock Misc ND ND ND
2012.004.199 - 11B 11 5
White Door Caulk - Rm 1505 at Door on
Sheetrock Misc ND ND ND
2012.004.199 - 11C 11 4
White Door Caulk - Rm 1405 at Door on
Sheetrock Misc 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 George Jamison Hall
Kitchen Renovations Project
Limited Pre-Renovation Asbestos Survey Page 3 of 3
Client:
10/27/2016
Material Asbestos PLM Result TEM Result
Type Type % Asbestos % Asbestos
01A 01 6 Miscellaneous ND ND NA
01B 01 6 Miscellaneous ND ND NA
02A 02 6 Miscellaneous ND ND NA
02B 02 G Miscellaneous ND ND NA
03A 03 6 Miscellaneous 1.6%NA/PS
03B 03 6 Miscellaneous NA/PS NA/PS
04A 04 B Miscellaneous ND ND ND
04B 04 B Miscellaneous ND ND ND
05A 05 6 TSI ND ND NA
05B 05 5 TSI ND ND NA
05C 05 1 TSI ND ND NA
06A 06 6 Miscellaneous ND ND ND
06B 06 6 Miscellaneous ND ND ND
07A 07 6 Miscellaneous ND ND NA
07B 07 5 Miscellaneous ND ND NA
Chrysotile
Cornell University
2016.078.153 -
Asbestos Bulk Sample Report Form
Sample
HA*
2016.078.153 -
White Mudset/Grout from 4"X4" White
Ceramic Wall Tile - Room 1600TB
2016.078.153 -
2016.078.153 -
www.delta-eas.com
Date of Report: 10/31/2016
9323795
Floor
Laboratory: AmeriSci New York
Number of Samples Collected: 54
Date Sampling Performed:
860 Hooper Road, Endwell, NY 13760 Tel: 607.231.6600 Fax 607.231.6640
Delta Proj. No.: 2016.078.153
Asbestos Inspector: Shawn May
Number
Number of Samples Analyzed: PLM - 48 / TEM - 23 Building Code: 3201
Work Order No.:
Bulk Sample Description / Details
Project: George Jameson High Rise 1
Bathroom Renovations - Limited Pre-
Renovation Asbestos Bulk Sampling
Gray Mudset/Grout from 1"X1" Gray
Ceramic Floor Tile - Room 1G00TA
2016.078.153 -
White Caulk from Hand Paper Towel
Dispenser - Room 1600TB
2016.078.153 -
White Caulk from Hand Paper Towel
Dispenser - Room 1600TB
White Mudset/Grout from 4"X4" White
Ceramic Wall Tile - Room 1600TB
Gray Mudset/Grout from 1"X1" Gray
Ceramic Floor Tile - Room 1600TB
2016.078.153 -
Black Mastic from Gray and Black Mottled
12"X12" Floor Tile - Room 1B00JB
2016.078.153 -
Black Mastic from Gray and Black Mottled
12"X12" Floor Tile - Room 1B00JA
2016.078.153 -
White Hard Pack Pipe Insulation - Room
1600TB Chase way
2016.078.153 -
White Hard Pack Pipe Insulation - Room
1500TD Chase way
2016.078.153 -
White Hard Pack Pipe Insulation - Room
1100TE Chase way
2016.078.153 -Gray Duct Sealant - Room 1600TA
2016.078.153 -Gray Duct Sealant - Room 1600TA
2016.078.153 -
White Mudset/Grout from 4"X4" White
Ceramic Wall Tile - Room 1603B
2016.078.153 -
White Mudset/Grout from 4"X4" White
Ceramic Wall Tile - Room 1500TD
Cornell University
G. Jameson High Rise 1 Bathrooms
Asbestos Survey Page 1 of 4
Client:
10/27/2016
Material Asbestos PLM Result TEM Result
Type Type % Asbestos % Asbestos
Cornell University
2016.078.153 -
Asbestos Bulk Sample Report Form
Sample
HA*
www.delta-eas.com
Date of Report: 10/31/2016
9323795
Floor
Laboratory: AmeriSci New York
Number of Samples Collected: 54
Date Sampling Performed:
860 Hooper Road, Endwell, NY 13760 Tel: 607.231.6600 Fax 607.231.6640
Delta Proj. No.: 2016.078.153
Asbestos Inspector: Shawn May
Number
Number of Samples Analyzed: PLM - 48 / TEM - 23 Building Code: 3201
Work Order No.:
Bulk Sample Description / Details
Project: George Jameson High Rise 1
Bathroom Renovations - Limited Pre-
Renovation Asbestos Bulk Sampling
White Mudset/Grout from 4"X4" White
Ceramic Wall Tile - Room 1600TB07C074 Miscellaneous ND ND NA
07D 07 3 Miscellaneous ND ND NA
07E 07 2 Miscellaneous ND ND NA
07F 07 1 Miscellaneous ND ND NA
07G 07 G Miscellaneous ND ND NA
08A 08 6 Miscellaneous ND ND NA
08B 08 5 Miscellaneous ND ND NA
08C 08 4 Miscellaneous ND ND NA
08D 08 3 Miscellaneous ND ND NA
08E 08 2 Miscellaneous ND ND NA
08F 08 1 Miscellaneous ND ND NA
08G 08 G Miscellaneous ND ND NA
09A 09 6 Miscellaneous ND ND ND
09B 09 5 Miscellaneous ND ND ND
09C 09 4 Miscellaneous ND ND ND
2016.078.153 -
White Mudset/Grout from 4"X4" White
Ceramic Wall Tile - Room 1400TA
2016.078.153 -
White Mudset/Grout from 4"X4" White
Ceramic Wall Tile - Room 1300TC
2016.078.153 -
White Mudset/Grout from 4"X4" White
Ceramic Wall Tile - Room 1200TA
2016.078.153 -
White Mudset/Grout from 4"X4" White
Ceramic Wall Tile - Room 1100TA
2016.078.153 -
White Mudset/Grout from 4"X4" White
Ceramic Wall Tile - Room 1G14B
2016.078.153 -
Gray Mudset/Grout from 1"X1" Gray
Ceramic Floor Tile - Room 1603
2016.078.153 -
Gray Mudset/Grout from 1"X1" Gray
Ceramic Floor Tile - Room 1500TD
2016.078.153 -
Gray Mudset/Grout from 1"X1" Gray
Ceramic Floor Tile - Room 1400TA
2016.078.153 -
Gray Mudset/Grout from 1"X1" Gray
Ceramic Floor Tile - Room 1300TC
2016.078.153 -
Gray Mudset/Grout from 1"X1" Gray
Ceramic Floor Tile - Room 1200TA
2016.078.153 -
Gray Mudset/Grout from 1"X1" Gray
Ceramic Floor Tile - Room 1100TA
2016.078.153 -
Gray Mudset/Grout from 1"X1" Gray
Ceramic Floor Tile - Room 1G14C
2016.078.153 -White Tub/Sink Caulk - Room 1603
2016.078.153 -White Tub/Sink Caulk - Room 1500TD
2016.078.153 -White Tub/Sink Caulk - Room 1400TA
Cornell University
G. Jameson High Rise 1 Bathrooms
Asbestos Survey Page 2 of 4
Client:
10/27/2016
Material Asbestos PLM Result TEM Result
Type Type % Asbestos % Asbestos
Cornell University
2016.078.153 -
Asbestos Bulk Sample Report Form
Sample
HA*
www.delta-eas.com
Date of Report: 10/31/2016
9323795
Floor
Laboratory: AmeriSci New York
Number of Samples Collected: 54
Date Sampling Performed:
860 Hooper Road, Endwell, NY 13760 Tel: 607.231.6600 Fax 607.231.6640
Delta Proj. No.: 2016.078.153
Asbestos Inspector: Shawn May
Number
Number of Samples Analyzed: PLM - 48 / TEM - 23 Building Code: 3201
Work Order No.:
Bulk Sample Description / Details
Project: George Jameson High Rise 1
Bathroom Renovations - Limited Pre-
Renovation Asbestos Bulk Sampling
White Mudset/Grout from 4"X4" White
Ceramic Wall Tile - Room 1600TB09D093 Miscellaneous ND ND ND
09E 09 2 Miscellaneous ND ND ND
09F 09 1 Miscellaneous ND ND ND
09G 09 G Miscellaneous ND ND ND
10A 10 B Miscellaneous Non-asbestos Trace Trace
10B 10 B Miscellaneous Non-asbestos Trace Trace
11A 11 5 Miscellaneous ND ND NA
11B 11 4 Miscellaneous 1.5%NA
11C 11 3 Miscellaneous NA/PS NA
11D 11 2 Miscellaneous NA/PS NA
11E 11 1 Miscellaneous NA/PS NA
11F 11 G Miscellaneous NA/PS NA
12A 12 4 Miscellaneous ND ND ND
12B 12 3 Miscellaneous ND ND ND
13A 13 4 Miscellaneous ND ND ND
Chrysotile
White Mudset\Grout from 4" White
Ceramic Cove Base - Room 1G14C
2016.078.153 -
Tan Mottled 12"X12" Floor Tile - Room
1400TA Chaseway Closet
2016.078.153 -
Tan Mottled 12"X12" Floor Tile - Room
1300TC Chaseway Closet
2016.078.153 -
Yellow Mastic from Tan Mottled 12"X12"
Floor Tile - Rm 1400TA Chaseway Closet
White Mudset\Grout from 4" White
Ceramic Cove Base - Room 1200TA
2016.078.153 -
White Mudset\Grout from 4" White
Ceramic Cove Base - Room 1100TA
2016.078.153 -
2016.078.153 -
2016.078.153 -
2016.078.153 -
White Mudset\Grout from 4" White
Ceramic Cove Base - Room 1400TA
White Mudset\Grout from 4" White
Ceramic Cove Base - Room 1300TC
2016.078.153 -White Tub/Sink Caulk - Room 1200TA
2016.078.153 -White Tub/Sink Caulk - Room 1100TA
2016.078.153 -
2016.078.153 -
White Mudset\Grout from 4" White
Ceramic Cove Base - Room 1500TD
2016.078.153 -White Tub/Sink Caulk - Room 1G14C
2016.078.153 -
Tan Mastic from 4" Brown Cove Base -
1B00JB
2016.078.153 -
Tan Mastic from 4" Brown Cove Base -
1B00JA
White Tub/Sink Caulk - Room 1300TC
Cornell University
G. Jameson High Rise 1 Bathrooms
Asbestos Survey Page 3 of 4
Client:
10/27/2016
Material Asbestos PLM Result TEM Result
Type Type % Asbestos % Asbestos
Cornell University
2016.078.153 -
Asbestos Bulk Sample Report Form
Sample
HA*
www.delta-eas.com
Date of Report: 10/31/2016
9323795
Floor
Laboratory: AmeriSci New York
Number of Samples Collected: 54
Date Sampling Performed:
860 Hooper Road, Endwell, NY 13760 Tel: 607.231.6600 Fax 607.231.6640
Delta Proj. No.: 2016.078.153
Asbestos Inspector: Shawn May
Number
Number of Samples Analyzed: PLM - 48 / TEM - 23 Building Code: 3201
Work Order No.:
Bulk Sample Description / Details
Project: George Jameson High Rise 1
Bathroom Renovations - Limited Pre-
Renovation Asbestos Bulk Sampling
White Mudset/Grout from 4"X4" White
Ceramic Wall Tile - Room 1600TB13B133 Miscellaneous ND ND ND
14A 14 3 Miscellaneous ND ND ND
14B 14 3 Miscellaneous ND ND ND
15A 15 3 Miscellaneous ND ND ND
15B 15 3 Miscellaneous ND ND ND
16A 16 2 Miscellaneous ND ND ND
16B 16 2 Miscellaneous ND ND ND
17A 17 B Miscellaneous 2.4%NA/PS
17B 17 B Miscellaneous NA/PS NA/PS
Chrysotile
Yellow Mastic from Tan Mottled 12"X12"
Floor Tile - Rm 1300TC Chaseway Closet
2016.078.153 -
White Cloth with Foiled/Black Mastic
Wrap from Fiberglass Pipe Insulation -
2016.078.153 -
2016.078.153 -
2016.078.153 -
2016.078.153 -
2016.078.153 -
2016.078.153 -
2016.078.153 -
2016.078.153 -
Gray and Black Mottled 12"X12" Floor
Tile - Room 1B00JA
White Cloth with Foiled/Black Mastic
Wrap from Fiberglass Pipe Insulation -
Red Fire Stop Caulk - Room 1300TD
Chaseway
Red Fire Stop Caulk - Room 1300TD
Chaseway
White Mastic from White Wall Panel -
Room 1200TB
White Mastic from White Wall Panel -
Room 1200TB
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
Gray and Black Mottled 12"X12" Floor
Tile - Room 1B00JB
Cornell University
G. Jameson High Rise 1 Bathrooms
Asbestos Survey Page 4 of 4
22
860 Hooper Road
Endwell, NY 13760
Tel: 607.231.6600
Fax: 607.231.6650
Website: www.deltaengineers.com
APPENDIX H
Previous Sample Information from other Consultants
Asbestos Pre-Renovation Survey Report George Jameson Hall
ECMC Project No. 14311 Walls and Ceilings Project
Cornell University WO # - 7128318 Cornell University
Building Code: 3201 Ithaca, New York
Report Date: October 7, 2014
ENVIRONMENTAL COMPLIANCE MANAGEMENT CORPORATION 5
6.0 SUMMARY OF FINDINGS
No building records pertaining to the presence or absence of ACM were available for review at
the time of the survey. The survey included the collection and analysis of 5 bulk samples that
identified the following:
No samples were identified as ACM (containing greater than 1% asbestos) as defined by
the OSHA under 29 CFR 1926.1101.
Table 6.1 summarizes the bulk samples collected, which includes the analytical results.
Table 6.1 - Asbestos Bulk Sample Summary
SAMPLE
NUMBER MATERIAL DESCRIPTION SAMPLE LOCATION % ASBESTOS
CONTENT
14311-01A Joint compound 1ST floor Above Door to Suite #4 0.3% Asbestos
14311-01B Joint compound 2nd Floor Suite #3 Bathroom Closet 0.5% Asbestos
14311-01C Joint compound 3rd Floor North Stairwell NAD
14311-01D Joint compound 4th Floor Cubby Hole to the Right of
Room 1406 NAD
14311-01F Joint compound 5th Floor Suite #1 Corridor 0.8% Asbestos
NAD = No Asbestos Detected Trace Asbestos = <0.25% Asbestos Content NA/PS = Not Analyzed/Positive Stop
23
860 Hooper Road
Endwell, NY 13760
Tel: 607.231.6600
Fax: 607.231.6650
Website: www.deltaengineers.com
APPENDIX I
Photo Log
24
860 Hooper Road
Endwell, NY 13760
Tel: 607.231.6600
Fax: 607.231.6650
Website: www.deltaengineers.com
HA 01 – Hoist way Door Insulation, Asbestos Containing
HA’s 02 & 03 – Gray/Brown Mastic from Gray Rubber Floor & Brown Board Flooring under
Gray Rubber Floor from Elevator Cab, Both Non-Asbestos
25
860 Hooper Road
Endwell, NY 13760
Tel: 607.231.6600
Fax: 607.231.6650
Website: www.deltaengineers.com
HA 04 – Elevator Cab Door Insulation, Asbestos Containing
HA 05 – Tan Cloth w/ Foil Covering from Fiberglass Drain Pipe Insulation - Elevator
Machine Room, Non-Asbestos
26
860 Hooper Road
Endwell, NY 13760
Tel: 607.231.6600
Fax: 607.231.6650
Website: www.deltaengineers.com
HA 06 – Gray Fitting Insulation from Roof Drain Fiberglass Pipe Insulation - Elevator
Machine Room, Non-Asbestos
HA 07 – Exterior Gray Caulk from Elevator Machine Room Wall Louver, Asbestos Containing
27
860 Hooper Road
Endwell, NY 13760
Tel: 607.231.6600
Fax: 607.231.6650
Website: www.deltaengineers.com
HA 08 –Tan/Green Mastic from Carpet - Elevator Hallway Lobby Floor, Non-Asbestos
HA 09 –Red 6" x 6" Quarry Tile Flooring - Elevator Hallway Lobby, Non-Asbestos
28
860 Hooper Road
Endwell, NY 13760
Tel: 607.231.6600
Fax: 607.231.6650
Website: www.deltaengineers.com
Non Suspect Concrete, Brick, & Metal in Elevator Shaft
Suspect Cloth-covered Wiring
29
860 Hooper Road
Endwell, NY 13760
Tel: 607.231.6600
Fax: 607.231.6650
Website: www.deltaengineers.com
Suspect Brake Shoes from Elevator Motor
Suspect Transite Disks from Switchgear
George Jameson Hall Elevator Replacement Date: January 9, 2017
RFI Form
RFI/Page/
Response Dwg./Spec./Rep.Section/Design Team
Index Number Paragraph/Topic RFI Response
1 N/A N/A
Are there special provisions for pre-payment for the elevator
equipment? Elevator sub-contractors generally require one
third payment prior to fabrication.
The Contractor needs to determine and will be
responsible for any "prepayment" for services.
2 N/A N/A Can we field measure the elevator shafts before construction?Yes.
3 N/A N/A Will the fire alarm be disabled during the project?Yes.
4 N/A N/A How thick is the basement wall that needs to be opened for
the new door?
10 inches.
5 N/A N/A How heavy is the elevator machine?Approximately 4,500 pounds, each.
6 N/A N/A Is there a facility wide variance on the hoistway doors for
asbestos abatement?
No.
7 N/A N/A Does the roof have a warranty?Yes. The warranty is through Carlisle and was
installed by Weathermaster in 2005.
8 INS & BF INS-2 and BF-3 Can you clarify the phasing of the project?See Addendum No. 1, Items 2 and 3.
Architectural Resources
505 Franklin Street
Buffalo, NY 14202
303 West 13th Street
New York, NY 10014
716 883-5566
716 883-5569 fox
rnoil@archres.com
RYAN BIGGS
CLARK DAMS
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Overall Plans
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Design Data, General Notes,
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George Jameson Hall
44 Sisson Place, Ithaca, NY 14850
Issued for Bid
11.18_2016
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Ele c1iical
E-CO1
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Eleva1ar Fixtures. Details, and EIevaiions
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Overall Floor Plans - New Work
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Baserneni Level 10 Level 08 - Elevator Roorn
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Penthouse and Partial Basement Plan
Plumbing
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EXI ST ELEVATOR SH AFT
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C8x11.5
CONC WALL
REMOVAL
EXIST 10" CDNC
WALL
PLAN AT ELEVATOR HMT
SCALE: 1/4" = 1'-O"
H RTES:
1. SEE 3/5101 FOR ELEVATI ON S.
2, SEE 5/S101 FOR OPENING IN EXISTING CON CRETE (SIM )_
3. CIXDI DINATE OP EN INC SIZE AND LDC All ON WITH
ARCHITECTURAL DRAWINGS.
T/SLAB LOBBY AND
idli APARTMENT LEVEL
(856'-6 5/8"±)
(4) 1./2'10 ADHESIVE
ANCHORS MI N Ba
EMBED EA END
T/SLAB FOU NDA11ON
AL AND BASEMENT LEVEL
($47P-811±)
EXIST SLAB
311
r
r
2
1
EXIST 4 CMU
wALL
EXIST 6" CONC SLAB
(SLOPED SLAB MIN
DEPTH 6")
l
H SSEN 4x 1 /4 x 16"LG
25.-5 1/2-± (4) LDC S
DIST WALL CORNER
1/2"11 ADHESIVE ANCHOR
MIN 6a EM BED AT 12'0C
EXIST 8' CON SLAB
CREINF NOT SHOWN)
(2) L.5x4x5/16 (LLV)
MASON R Y U NTEL
1'-
L
ELEVATION AT NEW OPENING
SCALE; 1/2n = -CI
PLAN
DPNG
SEE PLAN FOR SU P PLEM EN TAR Y
FRAMING AT DPNG (N DT SHOWN)
SECI1ON
r
CDRE DRILL AT CORNER
(00 NOT HIT REINF)
STEP 1: INSTALL SUPPLEMENTARY FRAMING.
STEP 2: CORE DRILL EACH CORNER (6" MINIMUM DIAMETER).
STEP 3: SAWCUT TO TANGENT OF COR ES, A N D
DO NOT OVER CUT CORNERS.
OPENING T EXISTING SLAB
NOT TO SCALE
EXIST REINF DAR
1
CBx11.
-
3
SAWCUT ANO REMOVE
EXIST CONC SLAB AT
RDOF H4TCH
(WHERE SH AD ED)
AFTER STEEL 15
INSTALLED. SEE 5/S101
PLAN AT ELEVATOR SHAFT ROOF
SCALE: 1/4" = 1'- 0"
NOTES:
1. T/STEEL (B/SLAC) ELEVATION (9$5'-1 Q 5/6"±),
2. T/STEEL TO MATCH EXI SIT N C B /SLAB UNLESS
NOTED OTHERwI5E. FIELD vERI FY.
3. SEE 5/5101 FOR OPEN INC I N EXI S 11 N G SLAB.
4. G00RDIN A TE OPENING SIZE AND LOCATIGN '111TH
A RCHI TECTURAL DRAW NG 5.
5. SEE 7/9101 FDR C GN CRETE CURB AT ROOF HATCH.
EXI ST 10" C ON C WALL
INFILL wIT FI 10" CMU
FULLY CR DU TED BETWEEN
ELEVATOR FR AME AND
EXIST CONC WALL AFTER
FRAME IS I N PLACE
(CONTRACTOR'S DP11ON TO
USE CAST IN PLACE CON
IN PLACE OF 10" CMU )
EXIST 5" SLAB ON GRADE
SAWCUT AND REM DVE EXIST
CON C WALL AFTER CHANNEL
HAS BEEN INSTALLED
DU TLI N E OF ELEVATOR
ENTRANCE FRAME
L.3):3 x1 /4 GALv
W/ 1 /2µ0 EXP
BOLT AT 2'-011 DC
EXIST 1D"
CO1t-iIi
1/2'. COMPRESSIBLE
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1
ABBREVIATIONS LEGEND
ADDL - ADDITIONAL
AD J - ADJACENT
L - AN CLE
APPROx - PPROxIMATE
ARCH - ARCHITECT
RCHITECIIJRAL
- BOTTOM OF
- BUILDING
- BEARING
- BASE PLATE
- CANI1LEVER
- CONTROL,
CCN TRACTION,
CONSTRUCTION JOINT
- CEN TERLINE
- CONCRETE MIP(
UNITS(S)
- CON CRETE
- CONTINUOUS
- COLUMN
- COLD -FORMED
METAL FRAMI N G
- CORE}I N ATE
- DIAMETER
- DIMENSION
- DOWN
- DITTO
- DRAWN G
- EACH
- EACH FACE
- EXPANSION LJDINT
- ELECTRICAL
- ELEVATION
- ELEvATDF
- ENGINEER
- EMBEDDED
- EOU AL
- EDU IPM ENT
- EACH SIDE
- EACH WAY
- EXISTING
- EXPANSION
B/
BLD G
BRG
BP
CANT
C,J
CMU
CONC
CONT
COL
CFM F
COIRD
0
DIM
DN
do
O
EA
EF
EJ
ELEC
EL
ELE v
EN GR
EM BD
E0
EQUIP
ES
EW
EXIST
EXP
EXT - EXTERIOR
EGO - EDGE OF DECK
E05 - EDGE OF SLAB
FD - FLOOR O R AI N
FON - FOUNDATION
FTG - FOOTING
GA - GAUGE
GALV - GALVANIZED
HSS - HOLLOW STEEL SECTION
HDRIZ - HORIZONTAL
HI - HIGH
HP - HIGH POINT
HVAC - HEATING/EEN11LA11NG/
AIR CONDITIONING
INFO - INFORMATION
INT - INTERIOR
INV - INVERT
K - KIPS
LO - LONG
LLH - LONG LEG HGRIZITIL
LLV - LONG LEG VERTICAL
LOC - LOCATION
LW - LIMIT WEIGHT
LVL - LAM INATED VEN EER
LUMBER
LO - LOW
MANUF- MANUFACTURER
MAX
MECH
MIN
MI SC
MO
NA
N IC
N OM
Nw
00
DD
OP N
OPP
F.
- i++l A XIMUM
- MECHANI CAL
- MINIMUM
- MI SCELLANEC4J
- MASONRY OPENING
- NOT APPLICABLE
- NOT IN CONTRACT
- NOMINAL
- N OR IAL WEIGHT
- ON CENTER
- DU TSI DE DIAMETER
- OPENING
- OPPOSITE
- PLATE
PELF - POWDER -ACTUATED
FA STEN EFS
PE - PROFESSICNAL ENGINEER
PERP -PERPENDICULAR
PLF - POUNDS PER UNEAL
FORT
PSF - POUNDS PER SQUARE
FOOT
P51 - POUNDS PER SQUARE
INCH
PCF - POUND PER CUBIC
FOOT
PC -PRECAST
PSL - PARALLEL STRAND
LUM8 ER
PT - PRESSI_JR E TREATED
R - RADIUS
RD - ROOF DRAI N
RDP - REGISTERED DESIGN
PROFESSI DNA L
READ - REQUIRED
REINF - REINFORCING OR
REINFORCED
REV - REVISION OR REVISED
R0 - RCU GH OPENING
SI M - SIMILAR
SPA - SPACE
STD - STAN DAR D
SF - SOUARE FEET
S5 -STAINLESS STEEL
5Th - STEEL
50 - SQUARE
T/ - TOP OF
TYP - TYPICAL
UN - UNLESS NOTED
OTHERWISE
VERT - VERTICAL
511 F - VERIFY IN F1 ELD
w/ - w1 TH
wP - WORK POINT
wwR -' ELM WE RE]NFCRCEIIENT
J - WALL CONTROL CR
CONSTRUCTION JOINT
EXIST SLOPED CONC
SLAB (IR EINF NOT SH OWN )
CONNECTION ANGLE
EA SIDE OF BEAM
SHIM T1GHT
TO UNDERSIDE
OF EXIST SLAB
9Tf
REMO VE EXIST CMU AT
NEW HSS POCKET_ AFTER
HSS HAS BEEN PLACED
REPOINT AROUND HES
INFILL
EXIST 4" CM U
(1 } #4 EACH SIDE
VERT R EINF
ELEVATOR ENTRANCE
FRAM E
SEALANT ON
EXPOSED 51 DES
11
HSS8x4x1/4 x 16 LG
W/ 1/4n END It EA END.
BUILD 11GHT TO DIST
MASONRY
EXIST BRICK
BEAM BEARING IN MASONRY WALL
SCALE: .3/4" = 1-0"
CON C CURB
(1).#4 CONT
. d
#4 AT 1'-O"Cx
DRILL AND ADHESIVE
ANCHOR 4 INTO
EXIST SLAB
• .i
SAWCUT AND REMOVE
EXIST 5L45 AT NEW
ROOF HATCH.
SEE 2/5101 AND 5/S101
EXIST 6" MIN THICKNESS
SLAB, SLOPED R EINF
NOT SH OUITll
N OTE:
AT CURB CORNERS 2•-p"
PROVIDE m#4 CORNER BAR
3
f
SEE PLAN
{
CHAMFER CORNER
T/CURES
(SEE ARCH DW+S)
T/DIST SLAC
(VAR IES)
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DESIGN DATA NOTES
1. GEN ER AL:
D ESI PRO VISIONS ................. ' ' ' ' ' ... 18 H EAI YORK STATE UNIFORM CODE N YSU
RISK CATEGORY......................................................................................II
TERRIIN/ExPOSURE CATEGORY' " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " B
2. U VE LOADS:
FLOORS AND ROOFS H AVE BEEN DESIGNED TO SUP PORT THE UNIFORMLY DISTRI B U TED LIVE
LO AD NOTED BEL w,
UNIFORMLY DISTRIBUTED LIVE LOADS:
ROOF: UNI FORM GROUND SNOW LOAD (F) 40 psf
UNIFORM FLAT -ROOF SNOW LOAD (P f)....... .............. 28 psf
SNOW EXPOSURE FACTOR (ce) ........................................................... 1
THERMAL FACTORO O .. 1
IMPORTANCE FACTOR (I s)................................................................. 1
(DRIFTED, U N 8 ALANCED, AND SLOPED- ROOF SLIDING SNOW I N ACCORDANCE
WITH AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE) STANDARD 7-10.)
FLOORS: (CORRIDORS/LOBBIES)..............................................................100 psf
APARTIENTS........................................................................0 psf
3. DEAD LOAD:
RDCF; (PENTHOUSE ELEVATOR EQUIPMENT RDCF) .......................................... 0 psf
FLOORS; (LOBBY LEVEL)......................................................................115 psf
PORTON OF ABOVE DEAD LOAD CONSIDERED FOR MECHANICAL EQUIPMENT AND PIPI N G
SUSPENDED FROM 5TRUCTU RAL FRAMING:
RDDF:..............................................................................................6 psf
FLOORS: ............. .10 psf
(CONCENTRATED LOADS SHALL BE UMITED TO THOSE WHICH INDUCE MOMENTS AND
SHEARS IN MEMBERS NOT GREATER THAN THOSE INDUCED BY THE NOTED UNIFORMLY
D ISTRI BU TED LOADS.)
4. STRU C TU R LL M ATERI .L STRENGTHS:
STRU C TU R LL AN D MI5CELLAN EDU S STEEL
ROLLED STEEL W SHAPES................................ASTM A 992
ROLLED STEEL C SHAPES ................................ASTM A 36, OR ASTM A 572,
GRADE 50.
ROLLED STEEL PLATES AND ANGLES ....................ASTM A 36, OR ASTM A 572,
GRADE 50.
HOLLOW STRUCTURAL SECTIONS (HSS ASTM A 500, GRADE E OR C
FOR CONNECTIONS, PROVIDE HIGHER GRADE AS REQUIRED FOR CAPACITY,
CON CRETE;
CURBS............................................................................ f . = 3, 500 psi
PERCENT ENTRAINED AIR.................................................4.5 (± 1,5)
MASONRY:
CONCRETE BLOCK: ......... ................ STM C 90, WITH AvERAGE NET COMPRESSIvE
STRENGTH OF 2,000 psi_
MORTAR: ..................................... ASTM C 270, TYPE S.
UNIT MASONRY:......... ............... ASTM C '9Q CH U (2,0N psi) AND TYPE 5 MORT'
f rn = 2,000 psi..
GROUT:.............. ..... ........... ..... ASTM C 476, COMPRESSIVE STRENGTH
OF 2,500 pei, 8 TO 11 -INCH SLUMP_
REINFORCING STEEL FOR MASONRY;......................................ASTM A 615, GRADE 80
GENERAL NOTES
1. DIMENSIONS TD, OF, AND IN EXISI1NG STR UC11JRE SHALL BE VERIFIED IN FIELD BY
CONTRACTOR.
2. D0 NOT SCALE DRAW! NGS. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES
IN DI M EN SI ON S BETWEEN EXISTING CON D Ill ON S AND /OR ARCH ITECTU R At DRAWINGS A N D
THE STRUCTURAL DRAWINGS_
3. DO NOT CHANGE SIZE CR SPACING OF STRUCTURAL ELEMENTS.
4. DETAILS SHOWN ARE TYPICAL. SIM ILAR DETAILS APPLY TO SIMILAR CONDITION UNLESS
OTHERti.1SE INDICATED.
5. THE NOTES ON THIS DRAW N C ARE TYPI CAL U N LESS OTHERWISE INDICATED_
5. CON TRACTOR SH ALL N O11 FY THE ENGIN EER I N WI TING OF PROPOSED O EVI ATIONS OR
SUDSTT TU TIONS FROM DI MENSION SF M ATERIALS, OR ECU IPM EN T SHOWN ON THE DRAw1 N CS
ANO MAKE ONLY THOSE DEVIATI ON5 OR SUBSTITlJT1ONS ACCEPTED BY ENGINEER.
7. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY.
CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY.
8. REFER TO H A ZARO DU S M ATER I ALS REPORTS I N CLU EEO IN THE SP ECIFI C All ON P ACK AGE
FRONT-END DOCUMENTS FCR HAZAR D0&J5 MATERIALS INFORM ATI DN. IF ASBESTOS OR
OTH ER SUSPECT MATERIALS ARE ENCOUNTERED,. CEASE OP ER ATI ON S IMM EDI ATELY AND
NOTIFY THE OWNER_ REFERENCE THE H AZARD DU S MATERIAL D R A 1 N GS FOR ASBESTOS
ABATEMENT N DIES, DETAILS ANO RECUI REM EN TS.
MASONRY NOTES
1. FILL BEAM POCKETS 1 TH MASONRY AFTER BEAM 1 S ERECTED_
CAST IN PLACE CONICRETE NOTES
1. CAST CONCRETE ON SLOPED SURFACES BEGINNING AT LOWEST ELEVATION AND CONTINUING
MONOUTHICALLY TOWARD HIGHER ELEVA11DNS UNTIL INTENDED POUR IS COMPLETED_
LINTEL NOTES
1. WELD TDGETH ER BACK-TO-BACK U N TELS, M AXI Ni U M WELD SPACING SH ALL NOT EXCEED
18 INCHES ON CEN TER,
2. E EAR LINTELS A M INI MU M OF 8 INCHES EACH END UNLESS N OTEO OTH ER MI SE,
3. U N TELS FOR ELEVATOR DOORS ARE SI ZED FOR THE O D0R OPENING AND ASS1JM E TH E
D DDR WILL B E IN STALLED WHILE THE WALLS ARE BUILT. I F THE CON TRACTOR CHOOSES
TO LE AVE A LAR GER WALL OPENING TO A CCDM M DO A TE ELEVATOR I NSTALLAII ON, TH E
U N TEL MUST BE REDESIGNED_ CONTRACTOR SH ALL SUFlM IT PROP DSED NEVI SECS LINTEL
FOR REVIEW PRICK TO CONSTRUCTION.
STRUCTURAL AL STEEL NOS
1. CONNECTION DESIGN BY FABRICATOR WILL BE SUBJECT TO REVIEW BY ENGINEER.
USE MINIMUM OF FOUR 3/4 -INCH -DIAMETER A.325 IBOLTS_
2. DO NOT PLACE HOLES THROUGH STRUCTURAL STEEL MEMBERS EXCEPT AS SHOWN AND
DETAILED DN STRUCTURAL DRAWINGS,
3. STEEL BEAMS BEARING ON MASONRY SHALL HAvE A MINIMUM OF 4 INCHES OF BEARING,
PRO VIDE BEARING PLATES 1111 TH WALL ANCHORS U N LESS NOTED OTHERWISE.
4. WHERE FILLET WELD SIZES ARE NOT SPECIFICALLY NOTED, THE FABRICATOR SH ALL D ETAI L
A MINIMUM SIZE FILLET WELD IN ACCORDANCE WITH AWS STANDARDS. THE ACTUAL SIZES
SH ALL EE SH OWN ON THE SHOP DRAWN G5,
STRUCTURAL AL OeSERVAT1ON NOTES
1. THE REGISTERED DESIGN PROFESSIONAL WILL MAKE VISITS TO THE SITE AT APPROPRIATE
INTERVALS FOR 11 -IE PURRDSE OF OBSERVING THE CONSTRUCTION FOR GENERAL
C ON FDRM.!NCE KITH THE CONTRACT DOCUMENTS_ THE FOLLOW NG UST I N C LUDES SOM E
AP PROPRIITE 11 ICED FOR VI SI TING THE SITE. THE CONTACTOR SH ALL NO11 FY TH E
R ECI STERED DESI ON PROFESSIONAL AT LEAST 43 H DU RS PRIOR TD PERFORM INC THESE
ACTIVITIES 50 THAT SITE VISITS CAN BE SCHEDU LED,
- I N I T1 AL ERECT ON OF STRU C TUR AL STEEL.
- INITIAL PLACEMENT OF REINFORCING BARS AND GROUTING OF CDNCRETE MASONRY
WALLS.
- OTHER TIMES AS REQUIRED DUE TD FIELD CONDITIONS OR SPECIAL CONSTRUCTION
TYPES.
2. THE REGISTERED DESIGN PROFESSIONAL MAY VISIT THE SITE AT TIMES OTHER THAN THOSE
LISTED IN NOTE 1.
3. THE R EGISTERED DESI GN PROFESSIONAL VC_ PREPARE A Fl ELS) OBSERVATION REPORT FOR
EACH SITE vl SI T M A DE TO DBSER VE CONSTRUCTION. P ART II OF E ACH REPORT 15 FOR
CON TRACTOR VERI Fl CATION AN D 1 S MANDATORY. PART II MU ST B E C OMPLETED
(SIGNED BY THE CONTRACTOR VERIFYING THAT THE REQUIRED ACTION WAS TAKEN AN D
USTI NG THE DATE COMPLETED) IND RETURNED TO THE ENGINEER IN A TIMELY MANNER.
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Partial PIcinls, and
Details
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PENTHOUSE ELEVATOR MACHINE ROOM ABATEMENT PLAN
SCALE1111' =
L I 1
ELEVATOR
LOBBY
A
1 C = _ = C — --= 1
ELEVATOR
#2
1 C==== C— —= 1
ELEVATOR
#1
C
C
P
FLOORS 1 THROUGH 6 ABATEMENT PLAN MP.}
K1d1.E11/4' =
•
ELEVATOR
LOBBY
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#2
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ELEVATOR
#1
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LOBBY
C = = = = = — =
ELEVATOR
ELEVATOR
#1
STGR ,AGE
BASEMENT ABATEMENT PLAN
SCOLE11/4' = 1'-1Y
_L _L
4
ASBESTOS ABATEMENT NOTES:
1. THE NOTES AND DETAILS PRESENTED HERE AND INCLUDED IN SPEC I Fl CATIO N SECTION 028213 A E APPLICABLE TO
DRAWING AR -101.
2, THE CONTRACTOR SHALL PERFORM ALL CONTRACT 'WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, AS H ESTOS
ABATEMENT OPERATIONS SHALL BE PERFORMED AS PER THE PROvISIONS IND CONDITIONS USTED IN THE NEW YORK STATE
DEPARTMENT OF LABOR (NYS DOL) INDUSTRIAL CODE RULE NO, .55 (CITED AS 12 NYCRR PART 5 C) AND ALL APPLICABLE
STATE, FEDERAL AND LOCAL CODES,
3. ASBESTOS CONTAINING AND ASBESTOS CONTAMINATED MATERIALS TO BE REMOVED SHALL INCLUDE THE FOLLOWING:
A. ASBESTOS—CORED ELEVATOR HOISTWAY DOOR SLABS: REMOVE .30 (CITO ASBESTOS CORED ELEVATOR HOISTWAY DOOR
SLABS { 405 Sc UARE FEET TOTAL) FROM 1 THE BASEMENT LEVEL THROUGH THE IT -I FLOOR LEVEL HO ISTWAY DOOR
SLAB ABATEMENT OPERATIONS SHALL BE PER FORMED AS PER THE REQUIREMENTS OF 12 I fYC F! R PART 56 AND THE
CORNELL UNIVERSITY CAMPUS—WIDE VAR LANCE FILE NO.. 14-0035 INCLUDED IN ATTACHMENT A OF SPECIFICATION
SEC11ON 028.213.
B. ASBESTOS—CORED ELEVATOR CAB DOOR SLABS: REMOVE 4 (CITY) ASBESTOS CORED ELEVATOR CAB DOOR SLABS (54
SF TOTAL) FROM THE TWO ELEVATOR CABS, MOVE THE GIVEN ELEVATOR CAB T3 ITS LOWEST ACCESSIBLE FLOOR FOR
REMOVAL WORK. CAB DOOR SLAB ABATEMENT OPERATIONS SHALL BE PERFORMED AS PER THE REOUIREMENTS OF 12
NYCRR PART 56 AND THE CORNELL UNIVERSITY CAMP US—WIDE VARIANCE FILE NO. 14— DG35 INCLUDED IN ATTACH TVI ENT
A DF SPECIFICATION SECTION 028213.
C. ASBESTOS CONTAINING FLOOR TILE (VAT) : REMOVE APPROXIMATELY 7.5 SO UARE FEET OF VAT FROM THE ,BAS EM ENT
LEVEL ELEVATOR LOBBY AT THE NEW ELEVATOR OPENING LOCATION, REMOVAL AREA SHALL BE 1.5 TILES OUT FROM
THE WALL BY 5' WIDE, CENTERED ON NEW OPENING AND REMOVED TO NEAREST FULL TILE ON EACH END CIF 5' LIMIT.
VAT REMOVAL SHALL BE PERFORMED IN MINOR—PROJECT NEGATIVE PRESSURE TENT WORK AREA HAVING AN ATTACHED
AIRLOCK FOR ACCESS/EGRESS AS PER THE REQUIREMENTS OF 12 NYCRR PART 56-11.3 FOR MINOR ASBESTOS
PROJECTS.
D. ASSUMED ASBESTOS CONTAINING WIRE WRAP AND TPI NSITE CONTACT DISCS: REMOVE APRROXIMATELY 40 SQUAME FEET
DF "ASSUMED" ASBESTOS CONTAINING WIRE WRAP AND TRAN5ITE CONTACT DISCS FROM THE EIGHT (8) CONTROL
RANEL/MDT°RJTRANSFGRMER/ SWITCH GEAR UNITS LOCATED IN THE PENTHOUSE LEVEL ELEVATOR MACHINE ROOM
1ESTIMATED 5 SF FOR EACH DF THE B UNITS). REMOVAL SHALL BE PERFORMED IN A SMALL—PROJECT NEGATIVE
PRESSURE TENT WORK AREA HAVING AN ATTACHED AIRLOCK FOR ACCESS/EGRESS WITH A REMOTE DECONTAMINATION
UNIT BEING UTI UZED AS PER THE REOUIREMENTS OF 12 NYCRR PART 56.
E. ASSUMED ASBESTOS CONTAINING BRAKE SHOES: REMOVE APPROXIMATELY 4 SQUARE FEET OF -ASSUMED" ASBESTOS
CONTAINING BRAKE SHOES FROM THE 2 ELEVATOR MOTOR UNITS LOCATED IN THE PENTHOUSE LEVEL ELEVATOR
MACHINE ROOM. REMOVAL SHALL BE PERFORMED IN THE SAME SMALL—PROJECT NEGATIVE PRESSURE TENT WORK
AREA REFERENCED IN ITEM D ABOVE AS PER THE REQUIREMENTS OF 12 NYC P R PART 56,
F. ASBESTOS CONTAIN INC CAULK: REMOVE APR RO x I MATELY 1 SQUARE FORT OF E xTERI DR i S B ESTOS CONTAINING CAULK
PRESENT AROUND THE PERIMETER' OF THE WEST WALL LOUVER. REMOVAL LOUVER ITSELF AS NECESSARY TO ASSURE
COMPLETE CAULK REMOVAL, CAULK REMOVAL SHALL BE PERFORMED AS PER THE REQUIREMENTS OF 12 NYC RR PART
56-11.1 FOR IN—PLANT OPERATIONS.
C.
H. ASSUMED ASBESTOS CONTAINING ASPHALT—RASED ROOFING MATERIALS: REMOVE APPROXIMATELY 45 SO UARE 1- EE I OF
ASSUMED ASBESTOS CONTAINING ROOFING MATERIALS FROM THE PENTHOUSE ROOF AS NECESSARY FOR THE
INSTALLATION OF THE NEW EOUIP6IENT ROOF HATCH. ASSUMED ASBESTOS ROOFING MATERIALS INCLUDE FELT—PAPER
FACING ON ISO—BADRD AND ROOF DECK VAPOR BARRIER. R 4FING REMOVAL SHALL BE PERFORMED AS PER THE
REQUIREMENTS DF 12 NYCRR PART 56-11.1 FOR IN—PLANT OPERATIONS.
4. THE CONTRACTOR SHALL SUBMIT A WRITTEN WORK PLAN FOR ASBESTOS ABATEMENT OPERATIONS FOR REVIEW AND
APPROVAL AS PER THE REQUIREMENTS OF SPECIFICATIONS SECTION 028213, 1.5.
5, THE CONTPACTO R SHALL COORDINATE THE SCHEDULED WORK WITH THE OWNER, OWNERS REPRESENTATIVE, AND ALL OTHER
TRADES.
ES.
6. THE CONTRACTOR SHALL MAINTAIN SECURITY IN EACH WORD AREA AND FOR THE OVERALL BUILDING AT ALL TIMES.
7_ THE LOCATION OF REMOTE DECONTAMINATION ENCLOSURE SYSTEMS, WASTE LI U MPSTERS, AND TRAILERS MUST BE APPROVED
BY THE OWNER AND OWNERS REPRESENTATIVE PRIOR TO THE START OF THE PROJECT.
B_ COORDINATE I-IDOK—UP OF WATER SCI URCElSERVICE FOR ABATEMENT WORK AND DECONTAMINATION PURPOSES WITH THE
OWNER, PROVIDE AND UTILIZE AN ELECTRIC WATER HEATER FOR THE PROJECT. TEMPORARY WATER CONNECTIONS SHALL
BE MADE BY THE CDNTITOR AND MAINTAINED IN A LEAK FREE STATE AT ALL TIMES.
B. UNDER NO CIRCUMSTANCES SHALL CONTAMINATED LIOUIDS OR DEBRIS ENTER THE EXISTING SEWER SYSTEM_ ALL
WASTEWATER SHALL BE FILTERED THROUGH A SYSTEM WITH AT LEAST 5,0 MICRON PARTICLE SIZE COLLECTION CAPABILITY',
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY WASTEiV TER PERMITS REQUIRED TD PERFORM HIS WORK UNDER THIS
CONTRACT_ ANY COST ASSOCIATED WITH WASTE WATER PERMITS SHALL BE INCLUDED IN HIS BID.
10, ABATEMENT CONTRACTOR SHALL RECEIVE APPROVAL FOP EACH WORK AREA IED ON APM INSPECTION TO ASS U P E ALL
OPENINGS AND PENETRATIONS HAVE BEEN SEALED R RO P ER LY AND ALL WORK AREA PREPARATION IS COMPLETE BEFORE
ANY ABATEMENT IS UNDERTAKEN_
11. PRE—CLEAN NON—MOVABLE ITEMS PRIOR TO ISOLATING/PROTECTING VIA CRITICAL BARRIER INSTALLATION.
12. ALL AIR MONITORING REQUIRED TD SATISFY THE REQUIREMENTS DF 12 NYCRR PART 56 SHALL BE P ER FO R MED BY A THIRD
PARTY INDEPENDENT ENVIRONMENTAL CONSULTANT HIRED DIRECTLY BY THE OWNER. THE CONTRACTOR SHALL COORDI NATE
WITH TI -IE THIRD PARTY CONSULTING FIRMS ONSITE ARM. AIR MONITORING AND ANALYSIS TO SATISFY OSHA REQUIREMENTS
SHALL BE THE CONTRACTORS RESPONSIBILITY.
LEGEND AND F EYE NOTES
SYMBOL
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Keynote Legend
RE!!:O.)\ E EXISTIHC• GEARED FI()I]TII1 l EOLIIPMEHT • PE.' 'L!ID€ GE. F;I.ESS ELE\ .TOR.'
HOIS TING ?,AJ'.CFII I'!E Y .bLSS`. C. ::IATE) EQUIP !:!:EH T II I CLUE:411 EMERGE E Int Y BR.bLF:E
DEFLECTOR SHEAVE
▪ REM:O ▪ E EXISTIN { r EL E\ J'.TQF; C I1TF;()L L EF; • PROVIDE EL EV AT()F.' k.OI1TROL SYS.FEM
RE!!:()V E EXISTIN G FlO.)ISTYrAY FIC)()R PANEL S Y H/.f? DW.ARE • f}f?O•r I DE 1-H()ISTW.4L1 WORS
AHD ASSOCIATED
h RE!!:O',rE EXISTIN C} ELEVJ'.TOR CAB 111 ITS ENTIRETY •• ELE•VJ'.TOR PLJ'.TF()R!Lk: T() F.'EM.AIH •
PE..0V I: E E LEVATOR' CAB • S EE I IITE F:IOF; CAB E L E•VJ•.TIOHS
r} RE!!:()\ E EXIS TIN C P SITI()I1 IN iICJ'.T()R Y BACK BO? • PP. O'1IDE ELEVATOR f}(.?.I f IOI1
INE ICATOR WITH BAC.:F' BC) ()../EP.SIMO FACE PLATE T() COVER AJ.I. •Y I: S • SEE
EI.E•r ATC.)'i7. DET.AII.
▪ EXISTIN G PIT EQLIIFMEH f SPECIFIED TO BE REPLACED • PROVIDE f}IT EQUIP P:E IST
PR()fir I: E FLASFI PATCH BY .SLJREf:RETE OR EQIJJ'.I. AS R EG LJIREL AT ;NAL L P. EM()•Y rk.I..APE.A
FOR A FL IJ SI -I TRANSITION V ITH .2...1 JADE HT F LOCST. SLAB. PRO•r I: E VC f FI.()OR TII.E IHFI I.I.
r() MA.TCF1 EXISTING Y IIERE REK.':OY ED BY AB,I•.TEME1'!T J..H.) JA.S f?EOU!RED AT WALL
AREA UP T() ELEW..T()R 511.1.
ci RE!:r:C)'f E EXISTIN { r EL E\.I.TOR E LIIP? EI I f II) LONGER LIFT L II.ED J•.S PART OF TFIE
r r:(.)0ER11 LYATIC)N IN ITS ENTIRETY IIT• LIMING ING, BIJT 110T LIMITED T() E L EC TT? ICAI. CONDUITS.
;A'IRE• WAYS CON TR()I. 1 I RIH0 Y EQLIIP?, .ENT • PA.TC.FIi F ir..nr )r PEN ETRJ'.TIOHS IH
FL C.X)f?S Y ;A'AL L 5 LEFT BY RE?,hC.}' rkJ. S T() !MAIN TJ'.IH FIRE f?J'.TIH & MATCH EXISTING
ADJACENT S UP. FACE FIN ISIIES
I r PE.'0 Ii E E LEVATOR' LJ'.HEI1 C SILL •SEE LANDING SII.I. DETJ'.II.
I I E?:13TIHG E L E•VJ..T()R I.A.N SEN G nu TO REMAIN
12 S.6..01 CUT A1'17 RE:Lr:OV E BRICK FC'R IN STAL L ATIO11 C)F I 1 E• ' LOBBY PANEL. • SA.FEC IJJ..R !"J
BRIC'F' FOR P(.)TENTIA1. USE IF HEEDED FOR 11-1 FILL AT LC)BBY I.EVEL • Pf?(.)•vI: E ELE\ AT()R
EMERGENCY LOBBY PANEL • S EE 'ETAII.
1 .S PR()VIi E BRAILLE Ii:]EHTIFI0ATIC)H PI.AC. F:DS • TYPICAL. EACH SIDE OF EH FR. HCEB •
SEE DETAIL r. :k.•I
1 4 RE?titOv E EXISTIN { r 'a1 AI.L SIGN. CE IN ITS EH TIRETY Y f IJRH OVER ER TO ("M HER
1 r} RE},r:O'/E EXISTIN C HAL L FIXTURE IN ITS E 1•ITIRETT • PR()•vI::]E FLUSH r:AOUI1 TE:71
FI {TLIRE II IC I.LI II IC BACF'BC)?:.• CI.JT AHD T()(.)11-1. Ill BR ICJ': AS f?EQLJIRED F()R BJ'.CKBCO
INS fALJ.ATIC '1
1 6 PR()V Ii E E L EV/'.TOR IDENTIF ICATI()N SIGH AGE • TY PICA!. EACII S 17E OF E HTRAFIC E JA?,.B •
SEE !DETAIL C.4 A• S'.} 1
i Pr:OVI :}E ELE•VA.TQR EH FRANCE FRA!:r:E. FIC)IkT'a1.bLT 7()()RS. AI1.bLSSCI� IJ'.TE
HAP. r)'2VARE AT BJ'.S EMEN f LEVEL
L
I J EXISTII lk� E L E•r AT()R DIVIDER ER BEA!.!: T() RE?, .AIN • TIP I{= AL AT Ear: H LEVEL
▪ I PROVIDE FIAII FAIL - SEE DETAILS 01 f JA.• 1 E:2 AII7 71.1 • 1:.12.
2 EXISTIH0 SUMP DRAIN T() REir%AII'I IN EI.EVAFOR PIT
J LINE C'F EQUIP?,M.ENI. RC)(.)F FIATC FI J..BC)VE
25 EXISTING E LEC' TT: ICAL EOIJI Pr:dE HT • SEE ELECTRIC/..L :7f?J•.',r111GS
▪ . PR()iIE E ELEVJ'.T()R FRA.NSFOR!.1:ER INCI.IJE IHC• IRINC? AND C()11:11..11T T() EI.EVA.T()R
CONTROLLER
7:' EXISTING ' R()(:)F .ACCESS HATCH FO R E MAIN
sf PREP.�LRE Y PrkJ NT MJ'.CHI HE RC'fW. FI.()CSP,
f{1 EXISTII lk� R()(.)F AC.CES.i LADDER TO RE?ti.AII1
31 Pr.'()VIDE EQUIP? ENT Pf.)OF HATCFI • SEE .PEf:IFICATI()NS - .SEE STR UCTI.JR.AI. DRAWINGS
F()R SLAB ??%C.? EFICrk:FFi)IIS • PROVIDE 1 FI()UR RATE? HTIJ?Lr:ESC:ENT PAINT OH .4L1.
FRAf: INC:
RE}tir:O.?' E EXISTINC:•• STEEL ALIC'.LE • PATCH AIIPAINT TO !:r:. FC H EXISTING:•• AHD MAIMFAIN
HOISUA'AY RATING'
33 SA; ' CUT AHD RE?ti.O'1E IN PLff.'E f:OFICRETE J'.H.} PR(.)•vI: E .1.'6- r: CAPEIHIH
FOR EI.EV ATC R !7/50F.: E 1 lTRAI ICE •• PrkJ HT TO MATCH E>1 I3TINC,
J..lJAC.ENT • C.()(.? EI1 ATE OPENING LOCATI()N i{ti'ITFI EL E•k' ATOR C()IITRACTC.?R AlI
I.00.ATIO11 OF : (....OT?S ABOVE • SEE STRUCTU RAI DF.'.2.L 'IIIGS.
34 PROVIDE IDIS UL ATEFD MANI:: F•. OFF PANEL E1. SI? Er) TO COVER EXISTIN C; I.OU•V ER • •V ER IFT SIr:E 11�
FIEL) - SEE BI.I.II K OF F El. EETAIL
.S5 PF:OVI: E CMI.J IN FILL A5 REQLIIRED TO M.2.L11-1T.$IH 17..2.LTINC. AFTER INSTAI.I.J•.TI()N CSF
EN TR.ALI'!CE FR.ALf:AE
36 C.IJ F BAC. F. EXISTING, RC.X)F SY STE .r: A5 REC .JIF ED FOR TFIE IN STrkJ.I.:.TION OF CON CRETE
CURB A.11. RC.X)F EOIJIP!:r:EN T FIATCFI • REPr}•.IR II I FII.1. E PEEN. ROOF SYSTEM AS REQUIRED
r0 V:• .11I TAI 1H A. • 'EATIIERTIGH F INS TJA.LJ.ATI()11 111 E 1..11 E CC)'1E RE 7
UH ER. THE EN! STING ROOF ' '.ARRAH II
RE}J:C)\ E EXISTH G FIRE SERV ICE FIXTURE 111 ITS ENTIRETY • PAT:: H .SLS REG .JIR ED T() M.ATCII
EXISTING ADJACENT
38 REL:C)'L..E EXISTII'ID PROVIDE GUARD WIFH T0EF'IC r..AT PERI}.r:ETER OF
OP ENING • IN0LI.J]I•VE ()F STAIR 0IJ.6LR:.:17.J'.ILII'!G
aI
REL C. •l..TE TACKB0ARE AS )ORDINJ..TED 5'1'ITH C)WlIER
.0 PAP::H A5 REQUIRE .SLI I ] PJ.II IT FC t,r.+�.TC hl EXISTII IG
42 AREA ()F FLOOR 111.E A.BATE7,?. EH T • SEE ABATE},r:E NT OF:A' ti'IN CS
43 PR()rr IEE TAP ER Er] 11'lSULATK)lI
44 PR()V I)E GUARD RAIL • S EE E EFJ'.II.S f:1 A•r},iI E C).;;;.2 -...1:...i2.
45 PRC.) IDE RLIBBER BASE TC.) K:ATCh1 EXISTII,IG
46 RE?.P.O E EXISTH C ALL L FIXTURE • R ET. III EXIST! Ha BA.C'1'B0Y • P F:O IEE SLIRF.gLC.E
!L1:0Ull FED HA1.1. STATIC.}H • PATCH AHD PAlHT AS REQIJIRFO MATCH EXISTIH
J•.EJAC.:E 1 lT • SEE DETAIL Br? A 5+:} 1
hr' EYISTIHG EXPOSED BRIO.... ELEVATOR. ENTRANCE JAMS r0 REMAIN • REPI.A.CE EXISTING
lFILL A REC)LIIT EE SEE ELE\/A.T()R ENTR.bL1'!C.E .IA!:r:B DET.AI1.
48 PROVIDE PIT LAi DER •SEE PIT I.A.E. E R )ETJ'.11. A 1 (A.•
49 RE LI:C.?' E EXISTIN C:•• PIT LJ'.C)EER • PATCH .21.11D PAINT AHCh1()R R E„A()•VAI. J'.R EA XS
RED..11P. ED T() MATCH E?{!STING J'.?}JA.C.:E HT
rX i EXISTING f:dETAI. EI.E•VATC P EHTRJ'.11 CE .IAMB 1'0 RE MAJ I 1 • PREPARE J'.N D PAINT F()
EXISTING
r} I EXISTING Eft AIN PIPE • SEE PI.IJMB11I G :: r:A''YIN S
52 PR()V IEEE 11,1 FII.1. AT I.()U•VER RE?..()V A1. • SEE DETAII. 6(1? A• I(2
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Elevator identification Placard
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Hall Call Fixture - Surface Mounted
3- -
FRONT WALL
Interior Cab Elevations
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Arc hiteclural
EleYat01' Fixtures, Details
and Elevations
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ELECTRICAL SYMBOLS LIST
BASIC MATERIALS AND METHODS
SY OI-
5E6DRIPrIL-4
1P--L-P4-7.C•04ED,,
HOME RUN TO FAMELUO U- LETTERIII'
NUMBERS V.,IDICJtiTF• PANEL, NUMBERS
INDICATE CIRCUITS. NLEMBER OF GROWS
EQUALS N UMBER OF CIRCUITS.. CIRCUIT
SHALL BE 2i AMP 120 VOLT, 2 -*12 1 -*12
IN Y.4" .0, UNLESS NOTED OT11EI WISE.
O ANC' E CEC CUIT WILING S12•1 AND NEJ6BLIt
TO 3.1ATCH HOmERUN. if?E'R TO SPEC';
FDP RACEWAY TYPE.
5PECEAJ:, PLJRPQSEs RECEPT.E. PRQVIONn
PROPER VOL TAE, C''.. ASSS, •CL JF RENT 1 AT1 16'
AND NEMA CONFM:RATICN AS REQUIRED B'(
LBRAND-F CaRCUIT AND/OR MATCH CAP ON
EQUIPMENT BEING FURNISHED BY OTHERS.
PROVIDE' COPD AND CAP.
S bfi
TGQQQLE SI+fiETC;I1, YOLTASE fA 1NOLC; AT ED
ON FIXTURE SCHEDULE, SUBSCRIPTS
I JE4CA T E= TYPE:
3 - THREE WAY SWITCH
4» FOUR WAY SWITCH
QS - OCCUPANCY SENSOR
c,b, 0 - SWETC -INC, DESIGNAT ONS NLJMf EF OF
LETTERS EQUALS NC_ or GANGED
SWITCHES
EIUPLX RECEPTACLE, 20 AMP 12S VOLT
SUHSC IPTS INI /CATS TYPE
OC - OVER CO ,INTER
1A'P - WEATHER PROOF
GFI - GROUND FAULT INTERUPT
Ug -. UNDER THE COUNTER
P _ PLOT LIGHT
TV - COORDINATE MOUNTNG HEIGHT WETH
ARCHITECT. SHALL BE MOUNTED tN
FSR -PAS -1O0 WALL aO.
ill
DUPLEX RECEPTACLE, 20 AMP, 125 VOLT
CIECT TO AN EMERGENCY CIRCUIT
COMBINATION FUSED DISCONNECT SWITCH Am.
MAGNETIC STARTER AMP RIVING ING AS .INIX A4TED
ON ELEG.TRIC EQUIPMENT AND CONTROL
SCHEDULE
HORN/STROBE ALARM SIGNAL
DUAL -TECHNOLOGY OCCUPANCY SENSOR,
LITERS UESLC +TATE TYPE. PROVIDE .ALL
OCCUPANCY' SENSORS WITI.1 RELAYS/ COI TACTS
FOSS CIONS"CIT€Dry TO 8 . (COORDINATE INATE WETH
OCUPANCY SENSOR PA.ANLIFACTURER FOR
OPTIMAL SENSOR L.GcATIONS WITHIN EACH
ROOM)1
H - HALLWAY
11 • I4TJ ASONLC
Dy
-P
SINGLE RE`C:P. TA.CjI. E 20 AMP, 125 VO1..T
0
JUNCTION BOX
4
MPLVE GONNEC'rF NE To E IuirKENT
®
SOLED HALF' ARFI:CMS) INDICATES l8 VOLT
RCL]T TO SIN Lir POLE, CIRCUIT BRErAKERES).
UNLESS NOTED G rF ERW' E.
spRN.,(L:rR WAt1l ]=L.C>1N S 'TCF
SOLED F•LJL.L AF.•OW INEECATES 2ce VOLT
CIRCUR. TO MULTI -POLE CIRCUIT E/REAKI; P
UNI...ESS NOTED QTNERWr'ESE.
Fa,CP
V
TEL/IATA DROP
POWER DISTRIBUTION
AND CONTROL
Y ok
?E5URIPTIC'4
F
JI$E.0 IdNE:CT SWITCH ACNP RATING
kNDICAT U ON ELECTRIC EQUIPMENT
PM CONTROL SCHEIDULE
1=1
(:)
MOTOR CONNECTSON, REFER TO Ei-EcTF
EQUIPME"IT AND CONTROL SCHEDULE F`QR SIZE,
FATE QF RISE HEAT E FFE TOR
COMBINATION FUSED DISCONNECT SWITCH Am.
MAGNETIC STARTER AMP RIVING ING AS .INIX A4TED
ON ELEG.TRIC EQUIPMENT AND CONTROL
SCHEDULE
HORN/STROBE ALARM SIGNAL
F
MOTOR STARTER. RIFER TO ELECTRIC
EQ JIPME\IT AND CONTROL SCkl 1D.iJLE.
FOR SIZE. AND:TYPE.
2011203 VOLT PANELBOA1 D
1
Mir
u 4
GH
ENCLOSED CIRCUIT BREER
Ts
1
FIRE ALARM
SYNOCt.
IDESCRIPTICIA
F
AIPARLIAL PULL STATION
1=1
SMOKE DETECTOR
El
FATE QF RISE HEAT E FFE TOR
3 r
HORN/STROBE ALARM SIGNAL
F
E c] TING F'L.LCTR:CA OR r CIIPMic. LT' DR t VICE',
DASHED LIGHT' IS EXISTING TO a REMOVED.
VED.
b'iSU IL S/.I4A L .Q.EV giN
u 4
WALL MOUNTED El'ittnENECY Lum NARE
WJTH I3:ATTE RT PACK
TAPER SWITCH
Ts
®
471
spRN.,(L:rR WAt1l ]=L.C>1N S 'TCF
FIFE ALARM pisarp., PANEL
REMOTE DUCT SMOKE= DETECTOR TEST STATEN
OWHEkE POSSIBLE LE= Ca 11c OLVicE=S -ItI LFFIER.
IFDUNT ALL AT AGCESSiI LE HEIGHT)
Fa,CP
MI
FAIN SHUT DOWN
WI
nUC+T SMOXE. DE1ECTOR
WATER FLOW SW'TICH
EMI
FIRE ALARM RELEASE;
ME
ELEVATOR CAPTL{RE
EN
ENTEE1,.EE NT CO -IOL MGIILILE
INTELU GEENT MONTOR MDGLILE
IIE
'::a
GENERAL CONSTRUCTION SYMBOLS
SYM8C i_
DESCRIPTION
tE)
E ISTINO Dcmc TO nom
<ER
E JSTINJG DEV; TO BE RE=LOCATED
hI«110.
MLO
NIC
ot•
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ENI..
PH.
PP
F}.
#�I{ ,
SP.
SW.
T1
TSP
PYP.
UC
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VAV
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WP
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REFERENCE TO F RAW:NO NOTE
3 r
REFERENCE RENCE TO DEMOLITION ITION MOTE
.r1,,
----- Li.r
E c] TING F'L.LCTR:CA OR r CIIPMic. LT' DR t VICE',
DASHED LIGHT' IS EXISTING TO a REMOVED.
VED.
EXISTING WIRING OR EQUIPMENT, SOLID LIGHT IS
ExiSTING :'O REmAJN OR EXIS1 iNG -0 I? 1E
3 ELociatEi ,
Issued for Bid
1 ].18.2016
RevL
WALL MOUNTED El'ittnENECY Lum NARE
WJTH I3:ATTE RT PACK
HEAVY SOLID IS NEW
:fp
FINISHED CEILING
ABBREVIATIONS
LUMINAIRES
SYMBOL
❑e5 t1 'T]Of
F.
ri
L4 • •
CEILING h'IOLINTED LUMINAIRE_ UPPER CASE
LETTERS INDICATE FIXTURE TYPE ON
L:HE:UUL.E.:,. 1.010.1..K CASE. L,E.FT'EFS JNRFE.POE:
SWITCWINq XPQNATiQN, .
hI«110.
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#
FA
P 9
WALL MOUNTED LUMINAIRE. UPPER O,E
LETTERS INDICATE FIXTURE TYPE ON
SCHEDULE. LOWER CASE= LETTER INDICATES
SWITCHING DESIGNATION.
1-r
NIPPIIIIRP
CD 471)
Rini
tl
_ r,
O :.(2.•
Issued for Bid
1 ].18.2016
RevL
WALL MOUNTED El'ittnENECY Lum NARE
WJTH I3:ATTE RT PACK
Dceptiol
Cole
®
ED
CEILING MOUNTED EMT LUMINA3E
FINISHED CEILING
ABBREVIATIONS
4 jR31{ v.
z I IpTI Y11
I `*lol=5f.
r4F90klp'fdEN
A. ;-
AFF
AWC.
BMGE3
CS
CLO,
O
On
E
EMT, I
Eto
I=C,F,,I
FR
CND-
HDA i:,HARD,OFF
HP.
.
LS
B
MERE
r. ABOVE FINISHED FLOOR
ABOVE riNiSHED. GRADE
AMr,I ICfl1J WM nAoE
r. IRIULUNs • MIN CRO NCI. OAR
r. CIRCUIT E]REAFCER
CELING
CC) LRT
: CRITICAL BRPNCH
EQUIP NT GROUND.r+lE
$t:r+tG .
; E .IIPMEAT BRANCH
FAN COIL & IT•
FUME HDOG
GRGNJI
GROUND FAULT INTERRUP1ING.
/'iJTG
HO P❑WE1'
KIL,UWAT1
LIFE SAFETY BRANCH
WAIN GIE.0 JI I3RE Ek
hI«110.
MLO
NIC
ot•
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ENI..
PH.
PP
F}.
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SW.
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TSP
PYP.
UC
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MICROWAVE
MAN LLL ONLY
NOT IN CON.IRAO
33DL .TED DYER coUNTER HEIGHT
OWNER FURNISHES, CONTRACTOR INSTALLED.
PANE1.
PHASE
POWER PJNEi
POLE
�11~Of
REFRIGERATOR
SP.ACE
SWITCH Jy3�y
TELE OMMUNICATIONS MAN MOUND L7I'
TWISTED SHIELDED PAIJR
TYPICAL
1vIOUNTED UNDER .COUNTER HEr HT
orcE S OTHERwiSE END' ATEt
VARIABLE AJR VOLUME
YOL.T
lard`AIHr PROOV
? -SOLE A .NM E l
BRANCH CIRCUITING
IDENTIFICATION
2
a•1•
FIXTURE TYPE
N1115.1BER INDICATES CIRCUIT
SWITCH LEG
r....NumaER INDICATES CIRCUIT NUMBER
NOTE=
1 Tf IOAL J` ON ALL L VI 1 .Af'U EWQMt�JNS
MOUNTING HEIGHT A/r. MSG.. INFO.
1
F -CEI
CIRCUIT
NUMBER
PANEL
DESICt.IAT1O,N
WIN Nom" AFF TO BOTTOM OF
FEND ADD MA €♦MUM OF
Il B� AFF TO TOP OF LENS
WALL PHONE_:`:::
FFN1$1-ED FLOOR
HORU/L,IQH I---- :::
1
r RFCE=FTSI F�
TEL/COMM-1
} :..:
}
T
1.-6"
WARNING & SIGNAL •
FIXTURE/SIGNS CENTERED .••
AAE DOOR
xxIT
•
PULL.
LIGHT ••••••••• STATION ...T_STAT
SWITCH
... _ TAF' OF.
41-0- OIT
1, MOU TN G H EF HTS TO CENTER OF OW LETS UNLESS E OTHERMSE NOTED. IN MASONRY CONSTRUCTION
TJ-{
AaovE IV1Q1J N1T1140 HMHTSHAI, , BE UL FOR REFERENQE TQ .WEST KOCK QR 1 RI QK
coJ €No
THE ABOVE MOUNTING HOGFITS SHALL. BE ADHERED TO UNLESS SPECIFICALLY NOTED OR DET LED
OTHERWISE ON THE DRAWINGS OR. SPE IFI ATEC•NS
4 5
GENEFIAL DEMOLITION NOTES:
A. WHEN EXISTING CONSTI ICTIOI4, WHCH IS TO REMAIN, €E DAMAGED Dt.I INC THE COURSE OF I EMOLITION AsS A RESULT
OF THE CONTRACTOR'S WORK, IT SHALL .BE REPAIRED 1 DJOR REPLACED WITH SIMILAR OR 1_UKE MATERIALS, AS MUCH
AS
UC -
AS POSSIBLE,.SUBJECT TO THE OWNERS APPRDVAL.
t .
THr COATRACTOR LS 1 PONSIBLE: rOR. THE REmOvAL .ANI] REP•LACEMENT ExLSTING CONSTRUCTION rr+1 THE WYA-e CI=
NEW WORK. PROTCCT BUILDIriGa AND FURNIS1 IINSS ]TOM DAMAGE..
C, COORDINA E PHASING O:• WORK WITH OWNER'S REPRESENTATIVE.
D. COORDINATE ALL SHUTDOWNS WFTH UNIVERSITY HRFOR TO DEI4IOLFTONF, ALL FIRE ALARM SHUTDOWNS SHALL BE
SCHEDULED THROUGH CUSTOMER SERVICE WITH AT LEAST 24 HOURS NOTICE BEFORE WORT{ IS TO BE STARTED.
E. EXISTING CONDITIONS ARE. TA1<y N1: FROM FIELD OBSERVATIONS AND PRIOR CONSTR IOTIONI DOCUMENTS WHEN AVALA1 LE
HECT DOCRN1OONI IDENTIFY ERi NAND
EBIES
TAT LL FT 1EOLIIN WORK- COMPENSATION WILLBE DFODTOA OR AUStY
UNFAJt'lIt.I ITY WITH SITE corct-r-oNts THAT ARE VISIBLE QRilE.AaLY CONSTRUED OY EXF RIENCEQ OBSERVERS. THIS
CONTRf TOR P RTCIPATE EN SURVEY OF THE EXITING ELEC-RICA SYSTEMS. MIE CONTRACTOR GHr LL DISCONNECT
AND CAP AL SE VICE LINES TO BE DISCONNECTED FOR THOSE SERVICES 'WHICH NORMALLY ARE INCL UD€O IN HIS F{'?IS ELI? OF
WORK. FARTICLJLA3 . CARE SHALL BE TAKEN TO AVOID CREATING HAZARD OR CAUSING DISRUPTION IN ADJO NG JAREAAS.
NOT ALL DEVICES T.E•RMINATEON51 J1JNQTJQN JOKES AND WIRING HAVE BEEN SHOWN.
F. REFI "'I'D PLUMBING CONTACT DRAWINGS AND $PE CJFiCATJONS FOIN I=X T .OU:ANTITIIf S AND LOCATIONS OF ALL PLUMBING
EQ1.JIFMENT BEING ABANDONED OR RE]~VDV€SJF WHICH WILL REOURE CE-ENERGIZATION, REMOVAL MED BLANKS -DFP BY
THE CONTRACTOR..
G.. EXISTING FIRE ALARM SYSTEM SHALL BE i<EPT OPERATIONAL. DURING THE CONSTRUCTDN# PERIM THE BUILC G UNDER
RENOVATION MAY OE DISCOIVECTED FROM SERVICE DURING THE HOURS THE CONTRACTOR IS WORKING, AT TI -E
DISCRETION OF THE FIRE DEPARTMENT AND THE OWNER'S REPRESENTATNE c BUT MIDST BE PLACED BOCK ON LINE DURING
OTHER PERIODS. APPROVAL TO BE IN WRITNO,
H- THE E LST€NC• ELECTRICAL EQUIPMENT AND GYPS DEMOLITICN AREA SHALL BE DEMOUSHED i2LONG WITH ALL
FE1:DER ANL) CONDUITS. S. BASK TO PAINT OF OLJRC:E -UNLE S -i £KIN' E J urELL ALL i1 U115 SHO I'N ON THE f EMi1LIT1QN
DRAWINGS SHALL EIE DISCONNECTED AND REMOVED EJNLESS NOTED OTHERWESE, WA€.LI ORES, I ACKEIOXES AND CONDUIT
SHALL BE REUSED AS I ETERM:NEO BY CONTRACTOR, ALL UNUSED CONDUITS SHALE. BE REMOVED. I E CONNECT AND M.AKE
SAFE 'ANY EQUIPMENT TO BE REMOVED EIY OTHERS. COORC N+€ATE 1 E1/4AOVAL OF EQLJFPMENT WITK OTHER TRADES PRIOR TO
DEMOLITIONS.
I.
MAW AIN ,AND. RESTORE, E, JE JN I E RUP•rth Y REMC V1LS OR :4 I A5 Ft Of NEW {CNS 7 R J ' TION F ALL C1F♦CLJETS, CONDUITS
AND FEEQEE S PASSING TJ IE OU 331 AtiP SERVING UN }ISTUF.BED .AFLAC .' 3I.1OW J OR NOT S IOWN1,
J. 1, L. r LISTING CONDUITS sTuME.15 T O;JGH .FI,.00R EERvING ITEMS TO Far. REMOVED piblo. NOT SHOWr.E OR REQEJU ED
TO 'BE REUSED, SHALL BE C J T crr FLusH WITH SLAB LEVEL WITH CONCRETE.
K. IN ANY AREA # EQLIagNG THE PERFORMANCE FORWIANCE CF 1Y TIRADE'S WORK. THIS CONTRACTOR SHALL CAREFULLY REi OVE
AND STORE ANY OR ALL, ELECTRICAL ITEMS IN PATH OF WORK, REINSTALLING AND RECONNECT€NIC • SANE .AS REOUERED,
IN ACCORDANCE WITH THE PLANS ANDJOR AS DIRECTED AFTER CQMPLETON OiF' OTI-IER TRACE'S WORE( IN THAT AREA.
L, IS: NIEC1,'MAD E SAFE } REMOVE ALL 1EMPORA.RY I JD Ai A I:NEIL WIRc viITHIN THE SPACE.
M. BRANCH Gf CthT WIRING. TO DEVICES IN AREAS OF DEMOLITION SHALL BE DISCONNECTED, MADE SAFE AND REMOVED
COMPLETELY BACK TO THE P? 1ELBOA D. THE CDNDTR TOR SHALL. NOT ABNCON BRANCH CIRCUIT'`IF�HVO N E)STFNEG
WALLS AND CEIL ICS, MAINTAIN THE CONTINUITY OF BRANCH 0 ROUT ZING TO 'ANY AREAS WHICH ARE TO REMAIN.
BUT ARE .AFFECTED BY -ME DEMOLITION DR NEW CONSTRUCTION.
DLSCO IEC1' AND PE rOW PANEL,., FEE=DERS AND f R H CIRCUITS HACK TO. POINT Oi sOURCL PRIOR TO THE sT RT
OF OEMOUTIDN, CONTRACTOR SHALL FIELD VERIFY ALL BRAAdQI4 t C13ITS AND MA5l'iTAEN THOSE CIRCUITS THAT EXTEND
OUTSIDE OF THE SCOPE OF WORK
O. AFTER RENOVATING EXISTENG ELECTR CAL WORK, THE CONTRACTOR SHALL ENSURE THAT ALL REMAINING ANIJ NEW
EQUIPMENT WILL OPERATE F RCFERLY.
P. ELECTRICAL CO (TRACTOR TO . EAii3VE ALL TEL/DATA WIRfNIC RACK TO SOURCE WHERE A DEVICE OR EQUPJ,lENT
IS D,aLLED TO RE I]EAiOLISHEE _
GENERAL NOTES:
A. SLEEVE AI'LID SEAL ALL WALL ANMD FLOOR PENETRATIONS. PROVIDE FIRESTOFPING FOR ALL FRE -RATED PENETRATEONS..
UTILIZE REMOVAEL1= FIRESTOPPING MATERIAL AT FABLE TRAY PENETRATIONS_ PROVIDE ,ACOUSTICAL SEALANT FOR ALL
ION RATED PENETRAT€ONS, AL FIRE RATINGS SHALL EIE !MINT/MED-
a. MAINTAIN SERVICE CLEARANCES OF A..L EQU;PME INT-
]. :0ORF}INATE ACT 10C.ATION OF AL.L. CON JIT ROUTES, EQUIPMENT AND DEVICES WITH FXISTING. CON€O1TLONS PRIOR
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ALL WORK AND MATERIALS SMALL BE IN ACCORDANCE WITH THE REFERENCE STANDARD EDfTON+E DF NEPA CODES,
AS CITED BY THE FLEE CODE OF NEW YORK STATE,. BUILDING CODE OF NEW YORK STATE AND CORNELL UNIVERSITY
DESfQI+E STANDARDS_
Jr ALL CONDUIT'S AND Si...IPPORTS SHALL 13E A4S `FEHT To D C AS POSSIBLE.
K. PROVIDE PEJLLBOX r -ON EVERY 1$1:14 OF BENDS FOR TEL/DATA AND * Ck¢ OF BENDS FOR POWER CJ)N1F •LATS,
L. ALL ELECTRICAL DEVICES (RECEPTACLES, SMTC IES, FIRE ALARM, ETC. SHALL BE A1JGr€t HORIZONTALLY AND VERTICALLY,
CONTRACTOR TO SC E1EE)ULE AND COORDINATE PROJECT WALK THROUGH WITH OWNER'S REPRESENTATIVE AND ENGINEER
Pit€DR TO CDMMENDEMENT OP ANY DEVICE ROUGH -IN FOR FINALIZATION Of' ALICNMENTS,
M. REFER TO THE HAZARDOUS MATERIALS. REPORTS INCLUDED IN THE SPE; C FIGATION PACKAGE FRONT-END DOCUMENTS TS PCR
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SINGLE 141ASE, 13.2 XV PRIMARY. 120V
SECONDARY Tf ANSFOR RS.
C.b.BLE. TRAY
F'R5 LOOP
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DRAWING NOTES!-
0-) '-) ROUTE CABLING ]N ELEVATOR SHAFT.
TRI S.ORMER PROVIDED BY ELEVATOR CCNTRACTIDR.
ELECTRICAL CONTIAO`MtZ TO PPCEVIDE WIRING FROM FEJSFD
DI CONNECT TO TRANSFORMER AND TERMINATE.
ALL ' RHsIG TO ELEV r TOR AFTER THE TRANSFORMER SHALL
BE PROVIDED BY THE ELEVATOR CONTRACTOR..
PROV3DE 100A ENCLOSED CIRCLIiT BREAKER IN LEVEL OJT -
FENTI RUSE. PROVIDE DRE ER WITH SKINT TI [P
CAPABLITIES FOR .CONNECTONS TO. BE MADE WITI4 THIS
PROJECT..
PROYtE STkCKER OR SIGNAGE EVERY 5L VERTiCALL Y FOR.
CONDUIT LOCATED WITHIN ELEVATOR SHAFT WHERE IT ]S
VISIBLE FROM TI -IE ENTRY BOORS AT .EACH LEVEL. IT SHALL
INDICATE THAT .rHE CONDUIT' 6 W.Wit4G 11.1.E ELEVATOR
SYSTEMS,
LEVEL 07 - NCHICQL FLOOR
S }CTI- FLOOR
t+YF#..W Y+Y-Y444+.Y+'}Y14+YW Vii++IFF+Yi+.i YWYVii}YMF++.W4+.Yrt4+y+YMY YW+.Y14YYW4+.WY+YH-1YMI+YY.YY14+Yi4Y YW
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BATTER ES
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(E.) (E., (E
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1
115OOLIB CE I j REFER TO FLOOR PLAN FOR EXACT QUANTITY Or DE1v1ICES AND LOCATIONS.
FIRE ALARM GENERAL . T . a
1_ PROVIDE TEMI ar 4M' HEAT DETECTION FOR ENTIRE CONSTRUCTEON
AREA :I -OR DURATION OF THIS PROJECT.
FIRE ALARM DEMOLITION NOTES:
1❑ DISCONNECTED AND REMOVE Ek]STINO FIRE ALARM DEVICES AND ALL
WIRING/CONDUITS B ACK TO EXISTING F: OI 7200 FA :P OR TO hWAREST
EXISTING TO REMAIN JUNCTION BOX OR FIRE ALARM DEVICE..
1 FIRE ALARM DIAGRAMMATIC RISER DIAGRAM - DEMOLITION
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DIAGRAMMATIC iATIC PLJRPOSES ONLY-
(ElI ,REF EIS TO ruborPLAN roR EXACT 01.1AACTITY OF DEVICES SAND LL CATCi N S_
..r ..r. , vr.. r...:r...:r r...
FIRE ALARM DRAWING NOTES:
▪ FIRE ALARM AIWRES5ABLE CIRCUIT EXTENDING BACK TO MAIN FIRE ALARM CONTROL PANEL.
▪ TYPICAL AUXILIARY ADDRESSABLE CIRC.JIT FROM FIRE ALARM CONTROL PAt.EL.
IT €S ACCEPTABLE TO EX TEN? OFF E (STING ADDRESSABLE LOOPS OF Far .k,ARJwi SYSTE: F .
Ft FIRE ALARM DIAGRAMMATIC RISER DIAGRAM - NEW WORK
SO .. •; NONE
2
FIRE ALARM NOTES:
14 DEVCC S SHOWN ARE DIACR OWN, OY. AOR EXACT LOCATIONS AND CR NTITIES
FLOOR PLh15.
C.
ALL WIRING SHALL BE CLASS A WIRING, REFER TO SECTION 2k831O2 OF THE
SPECIFICATIOF# FOR A1XJ1TIONAL FIRE ALARM SYSTEM REQUIREMENTS_
ALL FIRE ALARM SYSTEM RACEWAY SIS lam] ouITRY: REOLIIKPAR4TS S1I+ALI, BE EN
ACCORDANC W.TEi J M'M NT MANL.FrJaA1iJ"4.IJ`s l 5 RECOIAMENOKDON6 AND ALL, OCIMS THAT MAT
APPI. Y-
D. akaLtis MST BE Li ICIUELY EIEr'1TFflED AND LABELED, AND A PERMANENT, ACCURATE
RECORD OF THE IDENTIFICATION AND USE OF EACH ABLE 'MUST BE MADE AT THE TIME OF
INSTALLATION_ LAE LNG fS TO BE. DONE WITH PERMANENT M1 R1 ERS ON •CL_ MYL_AR
TAPE. THE TAPE L BE LONG EKOUG -I 187: 1 WF APP.EO ROEJr+I ) TL CABLE IT WILL
WRAP OVER IT.SELF„PROTECTISs0 THE WRITING.
E.
FAV3 AHD OTHER PANELS SHALL BE; .MOUNTED W€T:-I CLw.1 R E5 FOR. OBSERVATION AND
TEST ,IG. ALL OTHER FRE ALARM JUNCTION BOXES SHALL BE MARKED FOR
IDENMCATKAA.
F. PROVIDE 12OV„ 2IJA 17EOICATED BRANCH CIRCUITS FROM THE LOCAL AREA LIFE SAFETT
PANELBGARD TO CQ TROL PANELS, TERMAL CABINE=TS) ETC. AS REQL)JF . TI -IE CIRCUIT
BREAfCER SF#LtL1_ BE CLEARLY MARKED ')FILE ALARM CLRCUIT CONTROL" IN THE PANELBOARD
DIRECTORY_
G, SPACE DETE.CTORS IN J CORDANCE. WFF#i TCS MANUFACTURERS RECOMMENDED ED 0ISTN'K E.
PROVIDE CITIDNA11. DI;3ECTOf 5 TRIP La REQLJ]RF.
H. ALL LOW VCL 'AL PERE ALARM QUITS NAY OCCUPY A COMMON CONDUIT, RUN AC ROWF
AND CONTROL WIRING (FAN SHUTDOWN, ETC.). ] SEPARATE CONDUIT, DO NUT RUN WITH
ANY OTHER. FIRE ALARM SYSTEM WIRING 1N A CONIIACIN CONDUIT.
L ALL CONDUIT, MO TNG BOA AND PANELS SHALL BE HUNQ AfiD FASTENELI WLT.- TITTINGS
TO ENSURE. .1- SIT1vE C.KILINOENG THHC1JGHO1.J: ; E ENTIRE 'SYSTEM.
J. TRANSPOSING CHANT INC COLOR OOt'NG OF: WIRES IS NOT PE1 b,1kTTED., ALL CONOLkOTORS
IN CONDUIT GON'rAmG 1,A0RE THAN O WIRE SHALL BE LABELED ON EAH 1D wITF, ''E-•
K. CONDUCTORS IN CABINETS SHALL BE'FORMEL AND HARNESSEEI 3O THAT EACH DROPS OFF
DIRECTLY OPPOSITE ITS TERMINAL,
L. ALL W3IF AIG SHALL SE CHECKED JNND TESTED Ti ENSURE THAT THERE ARE JC GROUNDS,
OPENS, DR SHORTS.
Mi, WINO COU19.. fir ES 'SHALL CONSISTEHT. THAOIj �OU4 1`
T THE. SYSTEM .AAL,4LL0W
FOR EASY IDENTIFICATION OF IIATIN . INDICATING A'I..LD .1 11 FIBRY CONTROL
CMCLITS.
N. THE FIRE ALCM RISER DENOTES THE CIENERAL ARRANGEMENT OF THE SYSTEMWITH TYP1GAL
DEVL S .AND MINIM ULJ 'QUANTITIES OF TERMINAL CABINETS & POWER BOOSTERS. PROVIDE
A 1 ITIOUAL TER! IAL CABINETS, BOOSTERS, ETC;. AS R QJIIED TO PROVIDE A COMPLETE
AND O WHArIONAL SYS I EM,
O. ALL FIRE: ALARM SYSTEM JUNCTION HORS 5.14Al BE P.AIN1'ED REO WITH • S15 CL
LETTE=RING INDICATING "FIRE E ALARM SYSTEM".
P. WIRING INIDIDATED ON THE F}SER DLAgR M I5 DIAGRAMMATIC ONLY. IT IS NOT INTENDED
TO INDICATE ROL:.3TIND QR QJl4NTLTY OF WIRES REQL 1 D PROVIDE WIRING FOR A
COM LETE B TEM AS REQUIRED SY SYSTEM MANUFACTURER_
ANY EXTEN0 FllQl: ALAN 5Y T M DEVICES SHALL KMAIN IN OPt A�'I N UNTILTF{ 4
SYS'T'EM AND DEVICE HAVE BEEN TI ED AND TESTED.
R. NOT ALL INTMCOMECT'ANG WIRING 5 INDICATED,i.e, AS BET'IEEN ELEVATOR LOBBY
SMOKE DETECTORS CJD ELEVATOR CONTROLLER, ETC.
S. REFER TO FLOOR PLANS FOR EQUIPMENT- LOCATLONS.
T. PROVIDE MONITOR MODULES FOR LNCKCAT!ON AT FIRE ALARM CCNTROL PANEL OF TJ- •FIRE
PUMP RUNNING, FIRE F'UMR FAULT D FIRE PUMP POWER LOSS.
U. PROVIDE CONTROL FLAY MODULES F -DR I•LEAT ',MC -TORS LOCATED IN ELEVATOR M1OI•IINE
ROOMS ICOR SHIM TRP CONTROL or THE .I I ON NECT w31'OHE . •SERVING TI4ELEVATORS.
PROVIDE= ALL INTE�CONI OT 1G ADDRESSABLE MODULES, ETC.
V. GENERATOR SHS E:AVE A REVIOYE SIGNAL DEVICE TED INTO THE FERE ALARM
ANNUNCIATOR. THE ALARM SI AL.3. IKA.TIn "ENGINE R; J? NG".
{- ci.ei4m1KroR 511 1.1 F!Alue. A 1IOT L T41f41, V 1E D INTO f Fis,iE: ALARM
ANNUNOIAtpk. Ti'. $ICF +ad. $H/.L.. IrOP NDBMN,
Y. NOT ALL EXISTING DEVES EQUIPMENT E' SROWN FOR CLARITY Of' NEW WORK TO BE
PROVIDED,
2_ ALL NEW DEVICES SHALL BE ..ADDRESSABLE_
l4AL PROVIDE DEVICE LASELNC AS PER COVIELL LahJIVERSITY :STANDARD 2B3100_
Fire Alarm Mounting and Spacing Guide
1. MANUAL FIRE ALARM BOXES;1ti1OUNTINO HEIGHT 42-4-B INCHES TO HANDLE, LOCATE NO MORE
THIN •5 FEET FROM THE ENTRANCE TO AN EXH LO=CATE ON THE LATCH SIDE OF DOOR. IF
PO ALE. SCIXES ARE TO. BE CO1$1, [CU ODBSTRJO>'1, ACi{1 S ULE.
SPOT TYPE HEAT AND BmEIXE OETEOTOF FOR SMOOTH CEILI s. ALL {POINTS ON TF-
cRii,R1( SHALL HAVE A DETECTOR WITHIN 0.7 'ONE'S THE: @ETECTOR SPM TNG. SRA: IS
30 FEET EyOR S KE DETECTORS AND 5.0 FEET FOR •HE AT DETECTORS. PROVIDE A SPACING
OF 3 FEET OR MORE •F ROMMI SUPPLY AND RE1 VNN+l DIFFUSERS.. COCERDJNA FF motipEs HY MEANS
OF THE REFLECTED CEILING PLAN,
CIF DESLGN CDIE JLTIQNS OTHER THAN SMOOTH CEILINGS OR CEILING HEIGHTS OVER 12
FEET ARE ENCOUNTERED,SHOW CONLITIQNS AFC O VE REASONS FEIR COVERAGE E DESIGN.}
3, DOOR RELEASE:SMOKE 'DETECTION PROVIDING AREA COVERAGE DN EITHER SIDE OF THE
DOORS MAY BE USED FOR. DOOR RELEASE. SdM01<E DETECTORS# -I H ARE PROVED FOR
DOOR .RELEASE ONLY,. SHALL O J THE CENTER LNE OF DOQF(wAY MD, 140T MORE THAN 5
FEET FROM DOOR -
2.
4, ELE=VATOR RECALL` ELEVATOC RECALL SHALL RE I~ Y LOBBY, MACHINE ROOM, ..0N) k 1JISTWAY
SMOKE DETECTORS ONLY.. LOBBY DETECTORS S 'SHALL BE ND MORE 1-i-baN 21 FEET FROM'
CENTERLINE 'OF ELEVATOR DOOR. (HOISTWAY SMOKE DETECTORS FOR ELEVATOR RECALL ARE
ON_Y PEOUFEED WHERE THE TOP OF THE HOISTWAY S SPRIEJKLERED.k
- ELEVATOR .SHUTD P*: F SPRINKLER H=JAS ARE LOCATED IN. THE ELEVATOR 144!yI-1INE # CQM
❑ p15TIA'AY 7O'r OPE FIAT QErt C Qr $1-10 144, E)E: Imo'}+ 1 I WITHIN z SRT Or A -F
SPRINKLE W _
I5. VISUAL AND COORBNATION AUDIBLE/VISUAL NDTFICATEDN' APPUISCES" TOTE ENTIRE LI=DS
SHALL BE WMTHI;hS &O INCHES -S5 INCHES ABOVE THE FLOOR. DEPENDING 0*1 CEILING
HEIGHT. HIGHER MOUNTING IS PREFE1ED. VLSIBLE APPLIANCES SHALL BE LOCATED NOT
MORE THAN 15 FEET FROM EDND DF THE CORRIDOR 1NITH A EPARATIOFJ NOT GREATER TON
1 FEET BETWEEN APPLIANCES IN CORRIDORS. LOCATE AN' , FF'UJ NCE OPPOSITE EACH
ACCESS DOOR. TO ASI EXIT. STAIR SO -MAT IT WILL BE I d LE 'TO PEONS ENTERING. TLB=
FLOOR FR01y THE EMT STIR.
7, AUDIBLE NOT:FICATLON APPJANCES' TOP OF DEVICE NOT LESS THAN iC J11CME5 0240V.E
FLOOR OR NOT LESS THAN D INCHES BELOW CEiUN .
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la_ DAMAGE TO EXISTINO SYSTNS M UIPMENT. PrPINC, DUCTWORK. K. 4CNTFOL s
ASIDACCESSORIES) SHOWN TO REMAN AS A RESULT OF THE CONTRACTORS
WORK IS THE RESPONSIBUTY OF THE CONTRACTOR TO REPAIR IND/OR REPLACE
WITH SIMILAR OR LI#<E MATERIALS AT NO AJNJITBONAL COST TO THE OWNER.
C. IT IS THE i ESPONSIHILIT'd DF THE CONTRACTOR TO DISPOSE OF ALL DEMOLITION
DEBRIS AND hMA"s EF 1/1LS OFF SETE IN A PROPER i,E,G.A4, MANNER,
ER,
�- THE DEMQLITI C w:Ncs SHOW ars cNERAL- MA)O QUOPLENIT, AND DUCTWORK
I EPACVA1.S. •THE INTENT €S NOT To II)ENTIFY ALL. MISCE L_L.,4SJEDL:S DUCTWORK,.
DUCTWORK ACCESSORIES, SUPPORTS, CONTROLS, CONTROL ACCESSORIES, CON1ROL
WIRING, CONDUIT, IT, CONTROL PNEUMATIC TUBING AN' ACCESSORIES TO BE
DISCONNECTED RC REMOVED BUT 15 THE. REQUIREMENTS UNDER TI -HS CONTRACT.
NO CriUIP.MENT OR DUCTWORK SWILL L DE A3picoNcEt IN PLACE UNLESS OTHERWISE
NOTED ON T1 -1E €D1AWINCS..
E. IT IS THE RESPONSIBILITY DF THIS CONTRACT TO PATCH AND FINISH AI. Lv EXI T1N
DLJcTwO K PENETRATION THROUGH FLOORS. AND WALLS AFTER DE +JOUTION•.
F. EXISTING TEMPERATURE ONTF DL EQIJ1FWiENT, ACCESSORIES, PNEUMATIC TUBING,
WIRJNt OR CONDUIT THAT Ma NOT 'BE UTILkZED FOR THE INSTALLATION OR
DPERATFON OF THE NEW TEMPERATURE CONTROL SYSTEM SHALL BE DISCONNECTED
AND 'REMOVED.. NO EQUIPIEP+1T ACCESSORIES, PNEUMATFC TUBING WIRING OR
ccNDu:T SHALL E SDC � IN PFL,A0E. l+ L, REMOVCD "rC] tkA1Lr4C CONTIROL .
S"STEM. A I F THERE Axp-popATED. FONTS TO az D LIMENFTE I IN k EFOR FORMAT
AT
AND COFFEES LISTF POUTED TO THE FACILITIES DEPARTMENT ANV .COR1E TO THE
PROJECT AND PLANNING MANAGER AND: ENGINEER. BEFORE DISCONNECTING POWER
AND/OR COI, UMCAT3ONS OF DDC HARDWARE IN THE FIELD, ALL DDC DEVEES
TO BE DEMOLISHED WILL BE 'CLEARED OF ALARMS, GRAPHICS, TRENDS, UNBLINDLEO
POINTS, PROGRAM, USER GROUPS,. EVE NT /SCHEDULES, REPORTS S AND SYSTEM PROFILE.
REFER TO T] -IE 1- A2ARIDOL1S MATERLALS RLPORTS INCLUDED kki "CJS SPECIFICATION
PAI DACE FRON1 END 1X'C 'MEN7s Foil HAZARDOUS MATERIAE. INFO Ml TI t _ F1~
ASBESTOS OR OTHER SUSPECT h ATEI A .S An ENCOUNTERED, OU .TERED, CEA$ OPERATIONS
NS
IMMEDEATELY APO NOTIFY WE OWNER, REFERENCE THZ kiAZA DOUS MATERIAL
DRAW1NC-S FOR ASBESTO / ATEMENT NOTES, GETA€LS AND REGURIEMENTS.
DEMOLIT/ N NOTES:
ti
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LOUVER, CONTROLS, AND CONTROL ACCESSORIES.
DISCONNECT CT A REMOVE EXISTIN DUCT.WORF(, DUCTWORK
ACCESSORIES, CONTROL_S1 ,4ND CONTROL ACCESSORIES. 'EXISTING
LOUVER SHSA. MANN.
3 REFER TO ARCHITECTURAL PLANS FOR FURTHER REQ:JIREMEf TS.
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TO. AAca sMCDATr INSTALLATION of NEW . ELVAT1R DOOR CPEiiINQ
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A. DRAWINGS DO NOT INDICATE' ALL OFFSETS, Sl -EKES ISI ELEVATION,
ETC. WHICH MAY BE REWIRED. THE CONTRACTOR TOR SHALL MAKE SUCH
CHANGES • IN PINNO' O' AND LOCATION OF EQUIPMENT.. ETC. TO
ACCOMMODATE WORK, OBSTACLES, AND WORK OF OTHER CONTRACTORS,
B.
DISPOSE OF ALL, WASTE MATERIALS CAUSED 8Y WORK OF TJrl1S
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OFF SITE -
COORDINATE. ANO SCHEDULE WORK MLID SHUTDOWNS MATH THE
OWNER AND OTHER TRADES PR#OR TO CONSTRUCTION.
B. ALL COSTS FOR CUTTLMFG, PATCHING, AND P?dNTLNG. DF EXISTING
WALLS, CEILINGS MID FLOURS TO ,CCOMMDDA E THE INS.TALLATION
or WL' 2K SHALL 1 1 E RE PDNS]8€1 rr CCN-113ACTOR
UNLESS €r4 ICATED OTHERWISE. MATERIALS I`Dk OF
E}4I5TNG SURFACES .HALL MATCH THE EXISTING SkJ;I FAi ES.
E. THIS CONTRACTOR IS € ESPON BLE FOR ALL PATCHIN OF EXISTING
OR NEW FIRE PF OOfNO %MOH IS IDFGTU# BEO OR REMOVED DLRiNG
THE COURSE OF .ANY DEMOUTION OR INSTALLATION OF NEW WORK
THAT IS PART of THIS CONTRACT_
F.
DO NOT DRILL,•CORE OR CUT Air PORTION or EXIT CO UMrJS,
BEAMS, 'JOISTS OR 13FWDG1NG RtES-
..... • UPPER BASEMEN- I.Fva.
Basement Floor Plan
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A- THESE J'JC}TES ARE r FPUCABLE TO THE FULL 'SET OF CONTRACT
DOUMENTS-
B, QCLGTING• COND T1ONS ARE TAKEN FROM FIELD OBSERVATIONS
AND PRIOR CONSTRUCTION DOCUMENTS WHEN AVAILABLE. THE
L(JLA ION SHC W J MUST BE 'CONSIDERED APPROXIMATE. OTHER
8L?CIFi WDF < MAY eX]ST, HOWEVER,. LC;CAT]CIN AND $ZE AJ r NOT
SENTL y. KNOWN vi ST> ONCL Y. E€4CrOk1l Ac E TO v1$11` sITL
FRIOR TO' FAIL? TO 'REVIEW F CISTJ I CON.DITIONE AND comeipii
SCORE OF WORK.
C. WHEN •E}£ISTJNG CONSTRUCT ON IS DAMAGED DURING WORK BY
'MS CONTRACTOR,. RE AF AND/AND/OR REPLACE E VST I I SIMILAR
MATERfPLS AS MUCH AS POSSIOLE, SUBJECT TO OWNER REPRESENTATIVE
APPROVAL.
D, I ISPOS1.. CW X11..1.. L}E MOt.IT1QN Ni{.)/DR OTHER WASTE MAT€:I ALS
CAUSED BY WORK OF TRIS' CONTRACTOR. LEGALLY DISPOSE AL1
IATER#J .S TO A LOCATION OFF S]TE.
E.. COORDINATE AND SCHEDLLE WORK AND SHUTDOWNS WITH THE
OWNER Af.CI OTHER TRADES PRIOR TO DEMOLITION.
-
.ALL 1r; ISTLN PW'INO TO RE.AJN $ IA1,L QE 'ECGNNECTE0 'to
ACTIVE SI ACE PrF1 ,0:
G, ALL FIE'ENG TO EE REMOVED, SHALL BE REMOVED € ACK TO ACTIVE
PIPING AND CAFFED. VALVE AND CAP ALL WATER PIPING. REMOVE
ALL INACTIVE' PIPING UNLESS NOTED.
H. ALL .PIP€ IC ' TO. 1 REMOVED AND LOCATED Vp'€THIN A WALL TO
RENIAPil MAY EIE ABANDONED IN PLACE ]UNLESS NOTED, REMOVE
PIPING BACK TO 4E i NID THE FINISHED WALL SURFACE AND CAP.
E. PATCH HO•_.ES IN EXISTING NSTRUCTION LEFT I3Y THE REPAOVAL.
CF PIPING OR EOUIPIQIT W/TH MATERIALS TO MATCH EXISTING
CONSTRUCTION. MA1NT,4r FIRE/SivlOgE RATING.
J. DEMOLITION SHALL INCLUDE, BUT. NOT. EIE LINETEI . TC: PIPING,
VALVE'S, FLXTL IRES, EQUIPMENT. HANEERS I SUPPORTS, AND
INSULATION EXCEPT ASOEsTOS,
K. REMOVE EXISTING CONSTRUCTION IN TE -IE. WAY OF NEW WORK.
PROTECT 3UILDiNG AND FCJRN15HENGS FROM DAMAGE.
L. WHERE NEW WORK fS TO BE INSTALLED ABOVE AN EXISTING
CE1LINCad PROViCE rCiR THE REMOVAL 'OF THE CEILING, U N
C OMPL.ET3ClN OF WCRiC, REPAIR AIF ALL DAMACL`:O Cf'1 INS SL.FJWACE S,
REPLACE ALL DAMAGED TILES,
M. SLEEVE A?ID SEAL ALL WALL AND FLOOR PENETRATIONS. PROVIDE
FRF#ESTOPPING FOR ALL PENETRATIONS,
N. mAJNTAJN SERVICE CLEARANCES OF ALL EQUIPMENT. ASE OTHER
TRADES OF THE REQUIRED SERVICE .CLEARANCES.
0. .A0,_ THRL? .JnLEVATOf WAL.L TO EE FIRE STDPPD-
REFER. TO THE FA2ARDOL.L5 MATERIALS REPORTS INCLUDED ]N THE SFECIFICATIONS
PACKAGE FRONT-END DOCUMENTS FOR HAZARDOUS MATERIAL ENFORMATrON. IF
ASBESTOS OR OTHER SUSPECT MATERIALS ,ARE ENCOUNTERED, CEASE CIPERAT]DNS
IMMEDIATELY DIA'TELY M CONTACT THE OWNER. REFERENrCE THE HAZARDOUS. ]MATERIAL
DRAW roR AS EST AGATE=MF NT NOTES, DETAJLS AND ''4EOLIREIVIENTS.
P.
PPE. INSULATION
S J~Ti N C]F HIGFE
DENSITY 1NSULA1ION
AT HANGER
INSULATION SHIELD
rnTrD
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INSIJLA'TIDN SALE
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CONFIGURATION AT ENDS
TO SUIT DFAJNAOE Plr lr
—#1 EWID-RAN
A. th IP PAN SHALL BE F6 GAUGE OA VAXS ED SHEET
META.- MAKE WATER -TIGHT BY BRAZING SEAMS
AND APPLYENG COLD GALVANIZING (NON-FL.MMABLE,
SMOKE RATED FFBERGLASE ALSO ACCEPTABLE).
B. TERMINATE RAIN PIF11 O AT 'V' q'MIN1MUM) ABOVE NEAREST
FLOOR DRAIN.
PIPING DRAIN PAN DETAIL.
NO SCALE
1
5
FP PLUMBING SYMBOL LIST
SYMBOL
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GEORGE JAMESON HALL TABLE OF CONTENTS
ELEVATOR REPLACEMENT Page 1
Instructions to Bidders
Bid Form
General Conditions and Exhibits
Exhibit A Change Order
Exhibit A-1 Change Order Documentation Instructions
Construction Contract Change Order Request
Construction Contract Change Order Summary
Exhibit B Schedule of Values for Contractor Payments
Exhibit C Final Release
Exhibit D Application and Certificate for Payment
Exhibit E Guarantee
Exhibit F – Form I Contractor’s Affirmative Action Plan
Use of MBE/WBE Vendors
Exhibit F – Form II Contractor’s Affirmative Action Plan
Summary of Bid Activity with MBE and
WBE Subcontractors and Vendors
Exhibit F – Form III Affirmative Action Workforce Report
Exhibit F – Form IV Minority – Women Utilization Report
Exhibit G Labor Rate Breakdown
Exhibit H Stored Materials Invoicing Documentation
Exhibit I Contractor Performance Evaluation
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 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 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
GEORGE JAMESON HALL TABLE OF CONTENTS
ELEVATOR REPLACEMENT Page 2
DIVISION 02 – EXISTING CONDITIONS
028213 Asbestos Abatement
DIVISION 04 – MASONRY
042000 Unit Masonry
DIVISION 05 – METALS
051200 Structural Steel
055000 Metal Fabrications
DIVISION 07 – THERMAL AND MOISTURE PROTECTION
077200 Roof Accessories
078400 Firestopping
DIVISION 08 – OPENINGS
089119 Fixed Louvers
DIVISION 09 – FINISHES
099123 Interior Painting
099646 Intumescent Paint
DIVISION 14 – CONVEYING EQUIPMENT
142100 Traction Elevators
DIVISION 21 – FIRE SUPPRESSION
210500 Basic Fire Suppression Requirements
210553 Fire Protection Identification
210554 Painting
211300 Fire Suppression Sprinkler Systems
DIVISION 22 – PLUMBING
220500 Basic Plumbing Requirements
220553 Plumbing Identification
220700 Insulation
221010 Piping Systems and Accessories
DIVISION 23 – HEATING, VENTILATING, AND AIR CONDITIONING
230500 Basic Mechanical Requirements
233100 Sheet Metal and Ductwork Accessories Construction
DIVISION 26 – ELECTRICAL
260500 Basic Electrical Requirements
260501 Basic Materials and Methods
260526 Grounding
262000 Electric Distribution
263213 Automatic Transfer Switch
265000 Lighting
DIVISION 28 – ELECTRONIC SAFETY AND SECURITY
283102 Analog Addressable Fire Alarm System
GEORGE JAMESON HALL TABLE OF CONTENTS
ELEVATOR REPLACEMENT Page 3
DRAWING LIST
G-001 Cover Page
G-101 Overall Plans Basement Level Through Level 05
G-102 Overall Plans Level 06, Level 07 – Mechanical, and
Level 08 – Penthouse
S-101 Design Data, General Notes, Partial Plans and Details
A-101 Enlarged Plans Basement Level to Level 08 – Penthouse
A-102 Hoistway Section and Details
A-501 Elevator Fixtures, Details, and Elevations
AR-101 Asbestos Abatement Plans and Notes
E-001 Symbols List and General Notes
E-101 Overall Floor Plans – Demolition Basement Level to Level 08 – Elevator Room
E-201 Overall Floor Plans – New Work Basement Level to Level 08 – Elevator Room
E-400 One Line Diagram Power Riser Diagram - Demolition
E-401 One Line Diagram Power Riser Diagram – New Work
E-402 Riser Diagrams – New Work
E-501 Details
E-601 Schedules
M-101 Enlarged Plans Penthouse and Partial Basement Plan
P-101 Partial Demolition Floor Plans Basement Level to Level 08 – Elevator Room
P-201 Partial Floor Plans Basement Level to Level 08 – Elevator Room
END OF DOCUMENT
CORNELL UNIVERSITY GEORGE JAMESON HALL
FACILITIES CONTRACTS ELEVATOR REPLACEMENT
121 HUMPHREYS SERVICE BUILDING
ITHACA, NEW YORK 14853-3701
POST BID BULLETIN NO. 1
January 31, 2017
This Post Bid Bulletin 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 Post Bid Bulletin 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. INSTRUCTIONS TO BIDDERS, INS-2. Item 7,a and BID FORM, BF-3, Item 3,a
ADD “The Contractor will have full access to the building on May 29, 2017.”
ITEM 1 DEDUCT AMOUNT $( )
Item 2. Section 01 11 00, Summary of Work, Item 1.1,A
DELETE Item 4 in its entirety.
Item 3. Drawings G-101, G-102, S-101, AR-101, AR-102, A-102, A-501, E-101,
M-101, P-101, P-201
DELETE in their entirety.
REPLACE with Revision 1 Drawings G-101, G-102, S-101, AR-101, AR-102, A-102, A-
501, E-101, M-101, P-101, P-201 dated January 27, 2017, attached.
ITEM 2 & 3 DEDUCT AMOUNT $( )
Attachments:
Drawings G-101, G-102, S-101, AR-101, A-101, A-102, A-501, E-101, M-101, P-101, P-201
IN THE SPACES ABOVE, PROVIDE THE AMOUNT TO BE DEDUCTED FROM EXECUTED
BID FORM, DATED JANUARY 18, 2017, FOR THE ABOVE STATED MODIFICATIONS.
PLEASE PROVIDE RESPONSE NO LATER THAN 12:00 NOON ON FEBRUARY 7, 2017.
Company
Signature
Printed Name and Title
Date
****END OF POST BID BULLETIN****
SECTION MARKDETAIL MARKDRAWING KEYNOTEDOOR TAGSECTION NUMBERSHEET NUMBERREFERENCE LABELDETAIL NUMBERSHEET NUMBERREFERENCE LABELNORTH ARROWPROJECT NORTHRoomname###ROOM NAME, NUMBER AND CEILING FINISHGWBGYPSUM WALL BOARDACTACOUSTIC CEILING TILEEXPEXPOSEDNameElevationELEVATION MARKA-201D2D1ELEVATION MARKELEVATION NUMBER(S)SHEET NUMBERNEW CONSTRUCTIONEXISTING CONSTRUCTIONDEMOLITION OR REMOVALS###1A-101SIM1A101SIM101TWO HOUR FIRE RATINGGWBMAGNETIC NORTHTRANSFORMERG07MECHANICALG05GENERATORG06ELECTRICALG08LINENSTORAGEG12JANITORG13G02STORAGEG17STORAGEG16STORAGEG15G03JANITORG10ELEVATORLOBBYG01UPDNUPUPA3G-102STAIR02STAIR01UPPER BASEMENT LEVELBASEMENT LEVELA-101C3ELEVATOR#2ELEVATOR#1EXPEXPEXP1UPDNUPDNUPELEVATORLOBBY001ELEVATOR#2ELEVATOR#1A3G-102STAIR01STAIR02UPPER/LOWER LOBBY LEVELLOBBY LEVELGWBA-101D3UPDNDNUPELEVATORLOBBY101STAIR02STAIR01UPDNELEVATOR#2ELEVATOR#1A3G-102TYPICAL LEVELUPPER/LOWER TYPICAL LEVELGWBA-101A2UPDNDNUPELEVATORLOBBY201UPDNELEVATOR#2ELEVATOR#1A3G-102STAIR01STAIR02UPPER/LOWER TYPICAL LEVELTYPICAL LEVELGWBA-101A2A. ALL DIMENSIONS ARE TO THE FINISHED FACE OF SURFACES UNLESS OTHERWISE NOTEDB. THE CONTRACTOR IS NOT TO SCALE DRAWINGS OR DETAILS.C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS ANDMATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA, THE CONTRACTOR SHALLDESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR STRUCTURAL ORREMOVAL TASKS.D. THE CONTRACTOR SHALL PERFORM ALL CUTTING, PATCHING, REPAIRING AS REQUIREDTO PERFORM ALL OF THE WORK INDICATED ON THE DRAWINGS.E. SEAL ALL FLOOR, WALL AND CEILING PENETRATIONS AS A RESULT OF ANY WORKASSOCIATED WITH THIS PROJECT TO MAINTAIN RATINGS. NOTIFY OWNER'SREPRESENTATIVE OF ANY UNPROTECTED PENETRATIONS FROM PREVIOUS CONSTRUCTION.MAINTAIN FIRE RATINGS AT WALLS AND SMOKE BARRIERS AT ALL TIMES.F.PROVIDE INTUMESCENT PAINT ON ALL NEW FRAMING SUPPORTING THE ROOF AT THEEQUIPMENT ROOF HATCH. COORDINATE WITH CODE INFORMATION FOR REQUIREDRATING.G. TEMPORARY SAFEGUARDS IN COMPLIANCE WITH OSHA STANDARDS ARE TO BEPROVIDED DURING THE EXECUTION OF ALL SCOPED WORK, I.E., ROOF FALL PROTECTIONH.REFER TO THE HAZARDOUS MATERIALS REPORTS INCLUDED IN THE SPECIFICATIONPACKAGE FRONT-END DOCUMENTS FOR HAZARDOUS MATERIAL INFORMATION. IFASBESTOS OR OTHER SUSPECT MATERIALS ARE ENCOUNTERED, CEASE OPERATIONSIMMEDIATELY AND NOTIFY THE OWNER. REFERENCE THE HAZARDOUS MATERIAL DRAWINGSFOR ASBESTOS ABATEMENT NOTES, DETAILS AND REQUIREMENTS.APPLICABLE BUILDING CODE:•2016 NEW YORK STATE UNIFORM BUILDING CODEUSE AND OCCUPANCY CLASSIFICATION:•R-2 RESIDENTIAL: DORMITORYCLASSIFICATION OF WORK:•ALTERATION LEVEL 2FIRE RESISTANCE RATING REQUIREMENTS FOR EXISTING BUILDING ELEMENTS(TABLE 601, IBC 2015)•EXTERIOR AND INTERIOR LOAD BEARING WALLS: 2 HOURS•INTERIOR NON LOAD-BEARING WALLS: NO RATING•ROOF SUPPORTING WALLS/FRAMING: 1 HOUR•FLOORS: 2 HOURS•ROOF: 1 HOURClient No:Drawn by:Sheet No:A|r Job No:1234512345ABCDABCDRevisionsSeal4592 Jordan RoadSkaneateles Falls, NY 13153315 685 4732860 Hooper RoadEndwell, New York 13760Tel: 607.231.6600Fax: 607.231.6651Email: mail@delta-eas.comWeb: www.delta-eas.comGeneralG-101564.06RPSIssued for Bid11.18.2016Cornell UniversityGeorge Jameson HallIthaca, New York 14850Overall PlansDrawings Legend 3/32" = 1'-0"A1Basement Level 3/32" = 1'-0"C1Ground Level 3/32" = 1'-0"A3Levels 01, 03, and 05 - Typical 3/32" = 1'-0"C3Levels 02 and 04 - TypicalBasement Level Through Level 05General NotesCode InformationNo. Description Date1 Post-Bid Bulletin 1/27/17
UPDNDNUPUPDNUPKITCHENG38RESTROOMG37COATROOMG39JANITORCLOSETG42RESTROOMG41ELEVATORLOBBYG35HALLG36HALLG40HOUSELOUNGEG43UPPERLOUNGEG44TERRACETERRACETERRACETERRACETERRACETERRACETERRACEBALCONYLINE OF ROOF BELOWA3G-102UPPER/LOWER LEVEL 06LEVEL 06ELEVATOR#2ELEVATOR#1STAIR02STAIR01GWBGWBA-101A2DNUPMECHANICALROOMG46UPPERMECHANICALROOMG47PENTHOUSEACCESSLOBBYG45DNA3G-102STAIR01STAIR02LINE OF ROOF BELOWUPEXISTINGROOF HATCHABOVEELEVATOROVERHEADUPA3G-102LINE OF ROOF BELOWA-101C2PENTHOUSE800ROOF CURBEXISTINGROOF HATCHBasement Level847' - 8"Elevator Pit840' - 2"Ground Level856' - 6 5/8"Level 01871' - 2 5/8"Level 03897' - 10 5/8"Level 06939' - 2 5/8"Level 02884' - 6 5/8"Level 05924' - 6 5/8"Level 04911' - 2 5/8"Level 08 - Penthouse957' - 5 1/4"Level 07948' - 6 5/8"Roof966' - 6 5/8"PENTHOUSEMECHANICALUPPER LEVEL 05LOWER LEVEL 05UPPER LEVEL 03LOWER LEVEL 03UPPER LEVEL 01LOWER LEVEL 01UPPER GROUND LEVELUPPER BASEMENT LEVELUPPER LEVEL 02LOWER LEVEL 02UPPER LEVEL 04LOWER LEVEL 04UPPER LEVEL 06LOWER LEVEL 06UPPER LEVEL 07ELEVATORPIT202ELEVATOR#2ELEVATOR#1STAIR02STAIR01Top Of Curb968' - 1 1/4"1Client No:Drawn by:Sheet No:A|r Job No:1234512345ABCDABCDRevisionsSeal4592 Jordan RoadSkaneateles Falls, NY 13153315 685 4732860 Hooper RoadEndwell, New York 13760Tel: 607.231.6600Fax: 607.231.6651Email: mail@delta-eas.comWeb: www.delta-eas.comGeneralG-102564.06RPSIssued for Bid11.18.2016Cornell UniversityGeorge Jameson HallIthaca, New York 14850Overall Plans 3/32" = 1'-0"A1Level 06 - Lounge 3/32" = 1'-0"C1Level 07 - Mechanical 3/32" = 1'-0"D3Level 08 - PenthouseLevel 06, Level 07 - Mechanical,and Level 08 - Penthouse 3/32" = 1'-0"A3Building SectionNo. Description Date1 Post-Bid Bulletin 1/27/17
Client No:Drawn by:Sheet No:A|r Job No:1234512345ABCDABCDRevisionsSeal4592 Jordan RoadSkaneateles Falls, NY 13153315 685 4732Design Data,General Notes,Partial Plans, andDetailsS-101564.06RMSIssued for Bid11.18.2016Cornell University
George Jameson Hall
Ithaca, New York 14850No.DescriptionDateStructural860 Hooper RoadEndwell, New York 13760Tel: 607.231.6600Fax: 607.231.6651Email: mail@delta-eas.comWeb: www.delta-eas.comABBREVIATIONS LEGEND
UPELEVATOR#2ELEVATOR#1ELEVATORLOBBYUPELEVATOR#2ELEVATOR#1ELEVATORLOBBYG01ELEVATOR#2ELEVATOR#1ELEVATORLOBBYB01STORAGE1B12Client No:Drawn by:Sheet No:A|r Job No:1234512345ABCDABCDRevisionsSeal4592 Jordan RoadSkaneateles Falls, NY 13153315 685 4732Asbestos AbatementPlans and NotesAR-101564.06SMPIssued for Bid11.18.2016Cornell University
George Jameson Hall
Ithaca, New York 14850Basement Level Through PenthouseLevel and Penthouse RoofNo.DescriptionDate860 Hooper RoadEndwell, New York 13760Tel: 607.231.6600Fax: 607.231.6651Email: mail@delta-eas.comWeb: www.delta-eas.com1Post-Bid Bulletin1/27/17
ELEVATOR#2ELEVATOR#1ELEVATORLOBBYG01STORAGEG15ELEVATOR PIT840'-2"A-101A5404019ELEVATOR PIT840'-2"66225050A2A-10231148ELEVATOR#2ELEVATOR#1ELEVATORLOBBY001A-101B5A2A-102194447474747311311522734UP29EQ EQC5A-102386"444425EXISTING FLOORGRATE - TYPICAL288112226262421C1A-1022121511' - 0"A3G-102ELEVATOR#2ELEVATOR#1ELEVATORLOBBY101A-101C54040A2A-102194747311474731136..433129EQ EQBasement Level847' - 8"V.I.F.8' - 6"ELEVATOR #2EXISTINGPAINTEDCONCRETE46133Ground Level856' - 6 5/8"V.I.F.12' - 6"ELEVATOR #2ELEVATOR #1EXISTING TILE BASEEXISTING BENCH TO REMAINEXISTING BRICK WALL123715394' - 0"5513163314131613161316V.I.F.8' - 0"ELEVATOR #2ELEVATOR #1EXISTING PAINTED BRICK WALL1440401553135313Client No:Drawn by:Sheet No:A|r Job No:1234512345ABCDABCDRevisionsSeal4592 Jordan RoadSkaneateles Falls, NY 13153315 685 4732860 Hooper RoadEndwell, New York 13760Tel: 607.231.6600Fax: 607.231.6651Email: mail@delta-eas.comWeb: www.delta-eas.comArchitecturalA-101564.06RPSIssued for Bid11.18.2016Cornell UniversityGeorge Jameson HallIthaca, New York 14850Enlarged Plans 1/4" = 1'-0"C3Basement Level 1/4" = 1'-0"D3Ground Level 1/4" = 1'-0"C2Level 08 - Penthouse 1/4" = 1'-0"A2Typical Level 01 to 06 1/4" = 1'-0"D2Roof LevelKeynote Legend1 REMOVE EXISTING GEARED HOISTING EQUIPMENT - PROVIDE GEARLESS ELEVATORHOISTING MACHINE & ASSOCIATED EQUIPMENT INCLUDING EMERGENCY BRAKE ANDDEFLECTOR SHEAVE2 REMOVE EXISTING ELEVATOR CONTROLLER - PROVIDE ELEVATOR CONTROL SYSTEM3 REMOVE EXISTING HOISTWAY DOOR PANELS & HARDWARE - PROVIDE HOISTWAY DOORSAND ASSOCIATED HARDWARE4 REMOVE EXISTING ELEVATOR CAB IN ITS ENTIRETY - ELEVATOR PLATFORM TO REMAIN -PROVIDE ELEVATOR CAB - SEE INTERIOR CAB ELEVATIONS5 REMOVE EXISTING POSITION INDICATOR & BACK BOX - PROVIDE ELEVATOR POSITIONINDICATOR WITH BACK BOX & OVERSIZED FACE PLATE TO COVER ALL VOIDS - SEEELEVATOR DETAIL D3/A-5016 REMOVE EXISTING PIT EQUIPMENT SPECIFIED TO BE REPLACED - PROVIDE PIT EQUIPMENT8 REMOVE EXISTING ELEVATOR EQUIPMENT NO LONGER UTILIZED AS PART OF THEMODERNIZATION IN ITS ENTIRETY INCLUDING BUT NOT LIMITED TO ELECTRICAL CONDUITS,WIRE-WAYS, CONTROL WIRING & EQUIPMENT - PATCH/FIRESTOP PENETRATIONS INFLOORS & WALLS LEFT BY REMOVALS TO MAINTAIN FIRE RATINGS & MATCH EXISTINGADJACENT SURFACE FINISHES11 EXISTING ELEVATOR LANDING SILL TO REMAIN12 SAW CUT AND REMOVE BRICK FOR INSTALLATION OF NEW LOBBY PANEL - SAFEGUARDBRICK FOR POTENTIAL USE IF NEEDED FOR INFILL AT LOBBY LEVEL - PROVIDE ELEVATOREMERGENCY LOBBY PANEL - SEE DETAIL A1/A-50113 PROVIDE BRAILLE IDENTIFICATION PLACARDS - TYPICAL EACH SIDE OF ENTRANCE JAMB -SEE DETAIL C5/A-50114 REMOVE EXISTING WALL SIGNAGE IN ITS ENTIRETY & TURN OVER TO OWNER15 REMOVE EXISTING HALL FIXTURE IN ITS ENTIRETY - PROVIDE FLUSH MOUNTED HALL CALLFIXTURE INCLUDING BACKBOX- CUT AND TOOTH-IN BRICK AS REQUIRED FOR BACKBOXINSTALLATION16 PROVIDE ELEVATOR IDENTIFICATION SIGNAGE - TYPICAL EACH SIDE OF ENTRANCE JAMB -SEE DETAIL C4/A-50119 EXISTING ELEVATOR DIVIDER BEAM TO REMAIN - TYPICAL AT EACH LEVEL21 PROVIDE HANDRAIL - SEE DETAILS C1/A-102 AND D1/1-10222 EXISTING SUMP DRAIN TO REMAIN IN ELEVATOR PIT24 LINE OF EQUIPMENT ROOF HATCH ABOVE25 EXISTING ELECTRICAL EQUIPMENT - SEE ELECTRICAL DRAWINGS26 PROVIDE ELEVATOR TRANSFORMER INCLUDING WIRING AND CONDUIT TO ELEVATORCONTROLLER27 EXISTING ROOF ACCESS HATCH TO REMAIN28 PREPARE & PAINT MACHINE ROOM FLOOR29 EXISTING ROOF ACCESS LADDER TO REMAIN31 PROVIDE EQUIPMENT ROOF HATCH - SEE SPECIFICATIONS - SEE STRUCTURAL DRAWINGSFOR SLAB MODIFICATIONS - PROVIDE 1 HOUR RATED INTUMESCENT PAINT ON ALLFRAMING34 PROVIDE INSULATED BLANK OFF PANEL SIZED TO COVER EXISTING LOUVER - VERIFY SIZE INFIELD - SEE BLANK OFF PANEL DETAIL B5/A-10236 CUT BACK EXISTING ROOF SYSTEM AS REQUIRED FOR THE INSTALLATION OF CONCRETECURB AND ROOF EQUIPMENT HATCH - REPAIR/INFILL EPDM ROOF SYSTEM AS REQUIREDTO MAINTAIN A WEATHERTIGHT INSTALLATION IN COMPLIANCE WITH, AND COVEREDUNDER, THE EXISTING ROOF WARRANTY37 REMOVE EXISTING FIRE SERVICE FIXTURE IN ITS ENTIRETY - PATCH AS REQUIRED TO MATCHEXISTING ADJACENT38 REMOVE EXISTING GUARDRAIL AND PROVIDE GUARD WITH TOEKICK AT PERIMETER OFOPENING - INCLUSIVE OF STAIR GUARD/RAILING39 RELOCATE TACKBOARD AS COORDINATED WITH OWNER40 PATCH AS REQUIRED AND PAINT WALL TO MATCH EXISTING43 PROVIDE TAPERED INSULATION44 PROVIDE GUARD RAIL - SEE DETAILS C1/A-102 AND C5/A-10246 REMOVE EXISTING HALL FIXTURE - RETAIN EXISTING BACKBOX - PROVIDE SURFACEMOUNTED HALL STATION - PATCH AND PAINT AS REQUIRED TO MATCH EXISTINGADJACENT - SEE DETAIL B2/A-50147 EXISTING EXPOSED BRICK ELEVATOR ENTRANCE JAMB TO REMAIN - REPLACE EXISTINGMETAL INFILL AS REQUIRED - SEE ELEVATOR ENTRANCE JAMB DETAIL48 PROVIDE PIT LADDER - SEE PIT LADDER DETAIL A1/A-10249 REMOVE EXISTING PIT LADDER - PATCH AND PAINT ANCHOR REMOVAL AREAS ASREQUIRED TO MATCH EXISTING ADJACENT50 EXISTING METAL ELEVATOR ENTRANCE JAMB TO REMAIN - PREPARE AND PAINT TO MATCHEXISTING51 EXISTING DRAIN PIPE - SEE PLUMBING DRAWINGS52 PROVIDE MASONRY INFILL AT LOUVER REMOVAL - SEE DETAIL B6/A-102Basement Level to Level 08 -Penthouse 1/4" = 1'-0"A5Basement Level Elevation 1/4" = 1'-0"B5Ground Level Elevation 1/4" = 1'-0"C5Typical Level Elevation111No. Description Date1 Post-Bid Bulletin 1/27/17
2 1/2" X 1/2" BENT PLATEBRACKETS. PAINT. SECURETO STEEL WITH 5/8" BOLTS,DOUBLE NUTTEDELEVATOR PIT ACCESS LADDERPIT FLOORELEVATOR SILLV.I.F.7' - 6"EXISTING PIT SEPARATION BEAMTYP.3' - 0" MAX.TYP.1' - 0" MAX.3" x 1/2" FLAT STOCK STEEL,PAINTELEVATOR DOOR FRAMEFINISHED FLOOR3/4" DIA. SOLID STEEL RUNG THRUSIDEBARS AND WELD ALL AROUND,PAINT WITH NON-SLIP SURFACES ATTOP OF RUNG, TYP.PIT WALL2 1/2" X 1/2" BENT PLATEBRACKETS - PAINTMIN.4' - 0"8" MAX.4 x 4 x 1/2 x 4" LONG, BENTPLATE BRACKET - SECURE WITH5/8" BOLTS, DOUBLE NUTTEDMAX.8"MIN.16"LIGHT SWITCH - SEEELECTRICAL DETAILSPROVIDE PIT STOP SWITCH ESWITH LABELS FOR EACHELEVATOR47" A.F.F.1' - 6" A.F.F.PROVIDE PIT STOP SWITCHES WITH LABELS FOR EACHELEVATOREXTERIOREXISTING WALLCONSTRUCTIONFACE BRICK - MATCHEXISTING COLOR ASAPPROVED BYARCHITECTAIR/VAPOR BARRIER -BASIS OF DESIGN:HENRY AIR-BLOC 06WB OR EQUAL4" CMU*PROVIDE (2) CORRUGATED MASONRY STRAPANCHORS AT EACH SIDE OF BRICK AND CMU INFILLTOP OF CURB967'-0 5/8"CONTINUOUS PRESSURE TREATEDWOOD BLOCKING AT PERIMETERTERMINATION BAREPDMCONCRETE CURB - SEESTRUCTURAL DRAWINGSEXISTING RIGID INSULATION2X PRESSURE TREATEDWOOD BLOCKINGEXISTING CONCRETE SLAB1" RIGID INSULATION6"FLASH INTO EXISTING EPDMMEMBRANE AS REQUIRED TOMAINTAIN WARRANTYPROVIDE RIGIDINSULATION TO MATCHEXISTING/ADJACENTLevel 08 - Penthouse957' - 5 1/4"6"4"3' - 6"1/4" TOE BOARD - WELDED TO POSTSEXISTING CONCRETE FLOOR1 1/2" DIAMETER SCHEDULE 40 PIPEGUARDRAIL - WELD TO BASE PLATEEQEQ1/4" x 4" x 4" BASE PLATE WITH(4) 3/8" EXPANSION BOLTSBasement Level847' - 8"Elevator Pit840' - 2"Ground Level856' - 6 5/8"Level 01871' - 2 5/8"Level 06939' - 2 5/8"Level 02884' - 6 5/8"Level 08 - Penthouse957' - 5 1/4"Level 07948' - 6 5/8"Roof966' - 6 5/8"Top Of Curb968' - 1 1/4"PENTHOUSE800MECHANICALROOMG46ELEVATORLOBBYG35HOUSELOUNGEG43ELEVATORLOBBY201ELEVATORLOBBY101ELEVATORLOBBY001STORAGEG15ELEVATORLOBBYG01ELEVATORPIT202333349444CLEAR OVERHEAD16' - 10" V.I.F.TOTAL TRAVEL DISTANCE91' - 6 5/8" V.I.F.PIT DEPTH7' - 6" V.I.F.3631413PIT LADDER ONOPPOSITE PIT WALL148EXISTING ELEVATOR SILLHOISTWAY DOOR PANELPROVIDE 3/4" x 1 1/2" STEEL BAR STOCKINFILL AT HEAD AND JAMBS - REPLACE/SHIMAS REQUIRED - PREPARE AND PAINT3M FIRE BARRIER SEALANT CAULK, OR EQUALEXISTING EXPOSED BRICKELEVATOR ENTRANCEHOISTWAY3/8" MAX.LINE OF NEW STEEL BAR STOCK INFILL AT HEADPAINTABLE CAULK ON EXPOSED SIDE -PREPARE & PAINTLevel 08 - Penthouse957' - 5 1/4"Level 07948' - 6 5/8"Roof966' - 6 5/8"Top Of Curb968' - 1 1/4"3' - 6"C5A-102C4A-1021' - 0"8"2"34" - 38" TO NOSING42" TO NOSING1 1/2"1 1/2"SECTIONELEVATION1 1/2" DIAMETERSCHEDULE 40 PIPEGUARDRAILPOST BEYOND1 1/2" DIAMETERSCHEDULE 40 PIPEHANDRAILBRACKET BEYONDTACK WELD POSTINTO SLEEVE3/8" THRU BOLTCONNECTIONSLEEVE WELDED TO 6" x 8"MOUNTING PLATEEXISTING STRINGEREXISTING TREADTACK WELD POSTINTO SLEEVESLEEVE WELDED TO 6" x 8"MOUNTING PLATE3/8" THRU BOLTCONNECTIONEXISTING STRINGERPOST1" THICK INSULATED BLANKOFF PANEL AND FRAMESET IN BED OF SEALANT,MECHANICALLYFASTENED TO FRAME1/2"EXISTING METAL LOUVEREXISTING WALLCONSTRUCTIONEXTERIORClient No:Drawn by:Sheet No:A|r Job No:1234512345ABCDABCDRevisionsSeal4592 Jordan RoadSkaneateles Falls, NY 13153315 685 4732860 Hooper RoadEndwell, New York 13760Tel: 607.231.6600Fax: 607.231.6651Email: mail@delta-eas.comWeb: www.delta-eas.comArchitecturalA-102564.06RPSIssued for Bid11.18.2016Cornell UniversityGeorge Jameson HallIthaca, New York 14850Hoistway Section andDetails 3/4" = 1'-0"A1Pit Ladder Detail 1 1/2" = 1'-0"B6Wall Infill Detail 1 1/2" = 1'-0"D1Curb Detail 1 1/2" = 1'-0"C5Penthouse Guard DetailKeynote Legend1 REMOVE EXISTING GEARED HOISTING EQUIPMENT - PROVIDE GEARLESS ELEVATORHOISTING MACHINE & ASSOCIATED EQUIPMENT INCLUDING EMERGENCY BRAKEAND DEFLECTOR SHEAVE3 REMOVE EXISTING HOISTWAY DOOR PANELS & HARDWARE - PROVIDE HOISTWAYDOORS AND ASSOCIATED HARDWARE4 REMOVE EXISTING ELEVATOR CAB IN ITS ENTIRETY - ELEVATOR PLATFORM TOREMAIN - PROVIDE ELEVATOR CAB - SEE INTERIOR CAB ELEVATIONS9 PROVIDE CAR TOP GUARD RAIL - BASIS OF DESIGN: WURTEC TOP OF CAR HANDRAIL MOUNTED TO UNISTRUT CHANNELS31 PROVIDE EQUIPMENT ROOF HATCH - SEE SPECIFICATIONS - SEE STRUCTURALDRAWINGS FOR SLAB MODIFICATIONS - PROVIDE 1 HOUR RATED INTUMESCENTPAINT ON ALL FRAMING36 CUT BACK EXISTING ROOF SYSTEM AS REQUIRED FOR THE INSTALLATION OFCONCRETE CURB AND ROOF EQUIPMENT HATCH - REPAIR/INFILL EPDM ROOFSYSTEM AS REQUIRED TO MAINTAIN A WEATHERTIGHT INSTALLATION INCOMPLIANCE WITH, AND COVERED UNDER, THE EXISTING ROOF WARRANTY41 PROVIDE 1 HOUR INTUMESCENT PAINT ON STRUCTURAL MEMBERS48 PROVIDE PIT LADDER - SEE PIT LADDER DETAIL A1/A-102 1/4" = 1'-0"A2Elevator Hoistway Section - Typical 3" = 1'-0"D4Elevator Entrance Jamb Detail 1/4" = 1'-0"C1Stair Elevation 1 1/2" = 1'-0"C4Penthouse Railing Details 1 1/2" = 1'-0"B5Blank Off Panel11111No. Description Date1 Post-Bid Bulletin 1/27/17
2STAINLESS STEEL CHARACTER,RAISE 1/32" SANS-SERIF GOTHIC(HELVETICA SEMI-BOLD)(PROVIDE WITH BRAILLE)DRIVE PINSBLACK BACKGROUND2 1/2"5'-0" A.F.F.4"3"1STAINLESS STEEL #4 BACKGROUNDFASTEN TO FRAME WITH TAMPERRESISTANT FASTENERSPOWDER EPOXY BLACK CHARACTER, ETCHEDINTO STAINLESS STEEL, SANS-SERIF GOTHIC(HELVETICA SEMI-BOLD)5"5"ELEVATORINSIDE PANELFRONT COVERNOTE:1. ALL CHARACTERS SHALL BE ENGRAVED IN STAINLESS STEEL.2. COORDINATE PANEL DEPTH WITH EQUIPMENT INSIDE & WALL CAVITY.PANEL SECTION24"14"12"22"BRUSHED STAINLESSSTEEL FACE-PLATEKEYED LOCK12AUTOLED LAMP TO INDICATE THATNORMAL POWER HAS FAILEDFULL HEIGHT HINGELOCK CATCHPROVIDE STAINLESSSTEEL LOBBY PANELFIRE SERVICE LED INDICATOR3 POSITION FIRE RECALL KEY SWITCHELEVATOR STANDBY POWERELEVATOR STANDBYPOWER PANELTWO-WAY VOICE COMMUNICATIONSYSTEM WITH INSTRUCTION SIGNAGE -SEE ELECTRICAL DRAWINGSLED LAMP TO INDICATE SELECTIONOF ELEVATOR ON STANDBY POWERMANUAL SELECTOR BUTTONSFOR SELECTIVE OPERATIONELEVATORS ARE ON STANDBYPOWER WHEN LITECOMMUNICATION/STAINLESS STEEL PANELEXISTING BRICK WALLCONSTRUCTIONPERIMETER SUPPORTINGBRACKETSOVERSIZED PANEL FRAMETO COVER WALL OPENINGSV.I.F.8 3/4"ELEVATOR COMMUNICATIONS FAILUREELECTRICAL CONDUIT -SEAL PENETRATION TOMAINTAIN RATINGFIRE SERVICE INDICATORLOBBY/INTERMEDIATE LANDING - ALL OTHER FLOORS42" A.F.F.CVANDAL RESISTANTFASTENERS - TYPICAL26"5 1/4"LIN FIRE EMERGENCY, DO NOT USEELEVATOR.ENGRAVED PICTOGRAPHUSE EXIT STAIRSHOISTWAY ACCESSKEYSWITCHESTERMINAL LANDING - LEVEL 642" A.F.F.CVANDAL RESISTANTFASTENERS - TYPICAL26"5 1/4"LIN FIRE EMERGENCY, DO NOT USEELEVATOR.ENGRAVED PICTOGRAPHUSE EXIT STAIRSHALL CALL PUSH BUTTON- TYPICALNORTHSOUTHSTAINLESS STEEL FACEPLATE- TYPICALPROVIDE OVERSIZEDFACEPLATE AT LOBBY LEVELTO COVER REMOVALS1. ELEVATOR DETAILS & DIMENSIONS ON THIS PAGE ARE SCHEMATIC IN DESIGNAND SHOULD BE VERIFIED WITH THE MANUFACTURER. ALL FIXTURES SHALL BEAPPROVED BY ARCHITECT PRIOR TO ORDERING AND INSTALLATION.2. FIXTURES, WHERE APPLICABLE, SHOULD BE FILLED OUT WITH ELEVATOR SPECIFICINFORMATION - ALL WORDING SHALL BE ENGRAVED UNLESS OTHERWISE NOTED INDRAWINGS OR SPECIFICATIONS.3. ALL FIXTURES SHALL USE VANDAL RESISTANT FASTENERS UNLESS OTHERWISE NOTED.LED ILLUMINATEDARROWSVANDAL RESISTANTFASTENERS - TYPICALPROVIDE BACKBOXLED INDICATORV.I.F.+/- 3 1/2"V.I.F.+/- 2' - 0"OVERSIZED STAINLESS STEELFACEPLATELED ILLUMINATED ARROWSVANDAL RESISTANT SPANNERHEAD SCREWS - TYPICALSTAINLESS STEEL FACEPLATEALARMDOORCLOSEDOOROPENPUSH TOHELPCALL35" A.F.F.FIREFIGHTERSOPERATION31B5DIGITAL CAR POSITION INDICATORWITH DIRECTIONAL ARROWEMERGENCY LIGHTTELEPHONE SPEAKERCKEY LOCKFIREFIGHTERS OPERATIONCABINETL60"10 1/2"LOCKABLE SERVICE CABINET -REFER TO SPECIFICATIONS FOREQUIPMENT INSIDESERVICECABINETCapacityCar No.42G6ELEVATOR #2 ONLY2' - 8" MAX.REAR WALLSIDE WALL(TYPICAL)FRONT WALLTEXTURED STAINLESSSTEEL CAR DOORSCAR OPERATING PANELSTAINLESS STEELHANDRAIL - TYPICALSTAINLESSSTEEL BASE4"4"2' - 8" MAX.16" MAX.16" MAX.1/2" REVEALTEXTURED STAINLESSSTEEL PANEL - TYPICALSTAINLESS STEELRETURN PANELSTAINLESS STEELTRANSOMSTAINLESS STEELBUMPER1' - 0"6"1' - 0"6"EQEQEQEQEQEQEQEQEQ4"VANDAL RESISTANTFASTENERS (TYP.)42" A.F.F.CL5 1/4"V.I.F.2' - 2"IN FIRE EMERGENCY, DO NOT USEELEVATOR.ENGRAVED PICTOGRAPHUSE EXIT STAIRSTERMINAL LANDING - BASEMENTHOISTWAY ACCESS KEYSWITCHNORTHRETAIN EXISTING BACKBOX FORKEY SWITCH IF REQUIREDClient No:Drawn by:Sheet No:A|r Job No:1234512345ABCDABCDRevisionsSeal4592 Jordan RoadSkaneateles Falls, NY 13153315 685 4732860 Hooper RoadEndwell, New York 13760Tel: 607.231.6600Fax: 607.231.6651Email: mail@delta-eas.comWeb: www.delta-eas.comArchitecturalA-501564.06RPSIssued for Bid11.18.2016Cornell UniversityGeorge Jameson HallIthaca, New York 14850Elevator Fixtures, Detailsand Elevations 3" = 1'-0"C5Braille Signage 3" = 1'-0"C4Elevator Identification Placard 1 1/2" = 1'-0"A1Elevator Emergency Lobby Panel 3" = 1'-0"B3Hall Call Fixtures - Flush MountedGeneral Notes 3" = 1'-0"D3Position Indicator Detail 3" = 1'-0"C3Car Lantern Detail 3" = 1'-0"B1Typical Car Operating Panel 1/2" = 1'-0"A3Interior Cab Elevations 3" = 1'-0"B2Hall Call Fixture - Surface Mounted11No. Description Date1 Post-Bid Bulletin 1/27/17
A1
Basement Floor Plan - Electrical Demolition
1/8" = 1'-0"E3
Ground Floor Plan - Electrical Demolition
1/8" = 1'-0"D3
First Floor Plan - Electrical Demolition
1/8" = 1'-0"C3
Second Floor Plan - Electrical Demolition
1/8" = 1'-0"B3
Third Floor Plan - Electrical Demolition
1/8" = 1'-0"A3
Fourth Floor Plan - Electrical Demolition
1/8" = 1'-0"E4
Fifth Floor Plan - Electrical Demolition
1/8" = 1'-0"C4
Sixth Floor Plan - Electrical Demolition
F F
SF
S
RAILS
SUPPORT
ON ELEV.
MOUNTED
LPP-P1
J
T
T
ATS
FACP
J
M
ONAN GENERATOR
3Ø, .8 PF
100KW/125KVA
208Y/120V
1/4" = 1'-0"A4
1/8" = 1'-0"C1
1/8" = 1'-0"
E-101
Demolition
Overall Floor Plans -
Elevator Room
Basement Level to Level 08 -
S
S
S
S
S
S
(E)
(E)
(E)(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
M
ACCU-1
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
FROM HERE
FAN FED
EXHAUST
(E)
(E)
(E)
REMAIN
CONTROLS TO
EXISTING LIGHTING
DSS-1
ELEV-2A
ELEV-1B
CONTROLLER
ELEVATOR
J
J
M
J
(E)(E)
(E)
(E)
J
J
J
(E)
(E)
(E)(E)
(ER)
F F
(E)(E)
MTS
(E)
(E)
S
S
(E)
(E)
CONTROLLER
ELEVATOR
FAN
EXHAUST
JM
EM PANEL
PANEL
1600A DIST.
L1-B E1-B
(E)(E)
(E)
(E)
(E)
(E)
(E)
DEMOLITION NOTES:
1
(ER)
1
M
M
MM
M
TMDF (E)
PANEL
DIST.
1200A
2
ELEVATOR
LOBBY
201
GWB
ELEVATOR
LOBBY
001
GWB
ELEVATOR
LOBBY
301
GWB
GWB
ELEVATOR
LOBBY
401 PENTHOUSE
800
GENERATOR
G06
ELEVATOR
LOBBY
G01
ELECTRICAL
DN
JFR/MRG
Level 08 - Penthouse Plan - Electrical DemolitionLevel 07- Mechanical Floor Plan - Electrical Demolition
NOT USED.
DISCONNECT AND REMOVE ALL EXISTING FEEDER CONNECTIONS TO ELEVATORS.
1 1/27/17Post-Bid Bulletin
1
1
564.06Cornell UniversityGeorge Jameson HallIthaca, New York 14850No.Description Date
315 685 4732
Skaneateles Falls, NY 13153
4592 Jordan Road
Client No:
Drawn by:
Sheet No:
A|r Job No:
1 2 3 4 5
1 2 3 4 5
A
B
C
D
A
B
C
D
Revisions
Seal
Issued for Bid
11.18.2016
NEER NGENG
Capital DistrictSyracuseRochester
585.288.5590
Buffalo
www.meengineering.com
Mechanical/Electrical Engineering Consultants
150 N. CHESTNUT ST.
ROCHESTER, NY 14604
M/E Project #: 160277
Web: www.delta-eas.com
Email: mail@delta-eas.com
Fax: 607.231.6651
Tel: 607.231.6600
Endwell, New York 13760
860 Hooper Road
ELECTRICAL
G08
TRANSFORMER
G07
UP
STAIR
01
G03
UP
STAIR
02
JANITOR
G13
STORAGE
G17
STORAGE
G15
LINEN
STORAGE
G12
DN
MECHANICAL
G05
STORAGE
G16
G02
UP
#2
ELEVATOR
UP# 2
ELEVATOR
# 1
ELEVATOR
ELEVATOR
LOBBY
101
GWB
UP
#2
ELEVATOR
#1
ELEVATOR
GWB
#2
ELEVATOR
#1
ELEVATOR
UP
#2
ELEVATOR
#1
ELEVATOR
DN
UP
#2
ELEVATOR
#1
ELEVATOR
GWB
ELEVATOR
LOBBY
501
UP
#2
ELEVATOR
#1
ELEVATOR
ELEVATOR
LOBBY
G35
GWB
UP
DN
#2
ELEVATOR
#1
ELEVATOR
PENTHOUSE
ACCESS
LOBBY
G45
MECHANICAL
ROOM
G46
UPPER
MECHANICAL
ROOM
G47
STAIR
02
STAIR
01 UP DN
UPDN
PENTHOUSE
M-101
TSK
1/2" = 1'-0"C1
(E)LOUVER
(E)RS&L (E)AAD(E)EXHAUST FAN
Plan
Penthouse & Partial Basement
HEAT PUMP
(E)SPLIT SYSTEM
GENERAL NOTES:
DEMOLITION NOTES:
3
2
1
2 3
3 1
PENTHOUSE
800
T
Enlarged Plans
HVAC
Level 08 - Penthouse Plan - HVAC Demolition
DRAWINGS FOR ASBESTOS ABATEMENT NOTES, DETAILS AND REQURIEMENTS.
IMMEDIATELY AND NOTIFY THE OWNER. REFERENCE THE HAZARDOUS MATERIAL
ASBESTOS OR OTHER SUSPECT MATERIALS ARE ENCOUNTERED, CEASE OPERATIONS
PACKAGE FRONT END DOCUMENTS FOR HAZARDOUS MATERIAL INFORMATION. IF
REFER TO THE HAZARDOUS MATERIALS REPORTS INCLUDED IN THE SPECIFICATION
POINTS, PROGRAM, USER GROUPS, EVENT/SCHEDULES, REPORTS AND SYSTEM PROFILE.
TO BE DEMOLISHED WILL BE CLEARED OF ALARMS, GRAPHICS, TRENDS, UNBUNDLED
AND/OR COMMUNICATIONS OF DDC HARDWARE IN THE FIELD, ALL DDC DEVICES
PROJECT AND PLANNING MANAGER AND ENGINEER. BEFORE DISCONNECTING POWER
AND COPIES DISTRIBUTED TO THE FACILITIES DEPARTMENT AND COPIES TO THE
SYSTEM AND THERE ASSOCIATED POINTS TO BE DOCUMENTED IN REPORT FORMAT
CONDUIT SHALL BE ABANDONED IN PLACE. ALL REMOVED TEMPERATURE CONTROL
AND REMOVED. NO EQUIPMENT, ACCESSORIES, PNEUMATIC TUBING, WIRING OR
OPERATION OF THE NEW TEMPERATURE CONTROL SYSTEM SHALL BE DISCONNECTED
WIRING OR CONDUIT THAT WILL NOT BE UTILIZED FOR THE INSTALLATION OR
EXISTING TEMPERATURE CONTROL EQUIPMENT, ACCESSORIES, PNEUMATIC TUBING,
DUCTWORK PENETRATIONS THROUGH FLOORS AND WALLS AFTER DEMOLITION.
IT IS THE RESPONSIBILITY OF THIS CONTRACT TO PATCH AND FINISH ALL EXISTING
NOTED ON THE DRAWINGS.
NO EQUIPMENT OR DUCTWORK SHALL BE ABANDONED IN PLACE UNLESS OTHERWISE
DISCONNECTED AND REMOVED BUT IS THE REQUIREMENTS UNDER THIS CONTRACT.
WIRING, CONDUIT, AND CONTROL PNEUMATIC TUBING AND ACCESSORIES TO BE
DUCTWORK ACCESSORIES, SUPPORTS, CONTROLS, CONTROL ACCESSORIES, CONTROL
REMOVALS. THE INTENT IS NOT TO IDENTIFY ALL MISCELLANEOUS DUCTWORK,
THE DEMOLITION DRAWINGS SHOW IN GENERAL MAJOR EQUIPMENT, AND DUCTWORK
DEBRIS AND MATERIALS OFF SITE IN A PROPER LEGAL MANNER.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DISPOSE OF ALL DEMOLITION
WITH SIMILAR OR LIKE MATERIALS AT NO ADDITIONAL COST TO THE OWNER.
WORK IS THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR AND/OR REPLACE
AND ACCESSORIES) SHOWN TO REMAIN AS A RESULT OF THE CONTRACTORS
DAMAGE TO EXISTING SYSTEMS (EQUIPMENT, PIPING, DUCTWORK, CONTROLS
EXISTING CONDITIONS AND DIMENSIONS.
MADE FOR ADDITIONAL COSTS DUE TO CONTRACTORS FAILURE TO VERIFY
SHALL FIELD VERIFY ALL EXISTING CONDITIONS. NO ALLOWANCE WILL BE
CONSTRUCTION DOCUMENTS AND ARE NOT GUARANTEED. THE CONTRACTOR
EXISTING CONDITIONS ARE TAKEN FROM FIELD OBSERVATIONS AND PRIOR
G.
F.
E.
D.
C.
B.
A.
REFER TO ARCHITECTURAL PLANS FOR FURTHER REQUIREMENTS.
LOUVER SHALL REMAIN.
ACCESSORIES, CONTROLS, AND CONTROL ACCESSORIES. EXISTING
DISCONNECT AND REMOVE EXISTING DUCTWORK, DUCTWORK
LOUVER, CONTROLS, AND CONTROL ACCESSORIES.
DISCONNECT AND REMOVE EXISTING EXHAUST FAN, ASSOCIATED
1 1/27/17Post-Bid Bulletin
1
564.06Cornell UniversityGeorge Jameson HallIthaca, New York 14850No.Description Date
315 685 4732
Skaneateles Falls, NY 13153
4592 Jordan Road
Client No:
Drawn by:
Sheet No:
A|r Job No:
1 2 3 4 5
1 2 3 4 5
A
B
C
D
A
B
C
D
Revisions
Seal
Issued for Bid
11.18.2016
NEER NGENG
Capital DistrictSyracuseRochester
585.288.5590
Buffalo
www.meengineering.com
Mechanical/Electrical Engineering Consultants
150 N. CHESTNUT ST.
ROCHESTER, NY 14604
M/E Project #: 160277
Web: www.delta-eas.com
Email: mail@delta-eas.com
Fax: 607.231.6651
Tel: 607.231.6600
Endwell, New York 13760
860 Hooper Road
1/4" = 1'-0"A4
1/8" = 1'-0"C4
P-101
ZPS
Elevator Room
Basement Level to Level 08 -
(E)3" RD
(E)3" ST DN
3" ST
REMOVE
(E)ST
(E)4"
(E)4" FD
(BURIED)
Basement Floor Plan - Demolition
(E) VALVES
3/4 HP SUMP PUMPS
SERVED BY DUPLEX
(E) SUMP PUMP
(2) (E)ƒ" R
(2) (E)2" HW
(E)2" CW
HEAD
SPRINKLER
PIPING AND
REMOVE FP
(E)2" FP
PENTHOUSE
800
STORAGE
G16
STORAGE
G17
STORAGE
G15
G02
STAIR
02
JANITOR
G13
ELEVATOR
LOBBY
G01
LINEN
STORAGE
G12
ELECTRICAL
G08GENERATOR
G06
TRANSFORMER
G07
MECHANICAL
G05
G03
STAIR
01
PLUMBING
Plans
Partial Demolition Floor
Level 08 - Penthouse Plan - Demolition
# 2
ELEVATORCW
(E) 2•"
(E) 2" FP
1 1/27/17Post-Bid Bulletin
1
564.06Cornell UniversityGeorge Jameson HallIthaca, New York 14850No.Description Date
315 685 4732
Skaneateles Falls, NY 13153
4592 Jordan Road
Client No:
Drawn by:
Sheet No:
A|r Job No:
1 2 3 4 5
1 2 3 4 5
A
B
C
D
A
B
C
D
Revisions
Seal
Issued for Bid
11.18.2016
NEER NGENG
Capital DistrictSyracuseRochester
585.288.5590
Buffalo
www.meengineering.com
Mechanical/Electrical Engineering Consultants
150 N. CHESTNUT ST.
ROCHESTER, NY 14604
M/E Project #: 160277
Web: www.delta-eas.com
Email: mail@delta-eas.com
Fax: 607.231.6651
Tel: 607.231.6600
Endwell, New York 13760
860 Hooper Road
UP
UP
DN
UP
DN
1/4" = 1'-0"A1
1/8" = 1'-0"C1
P-201
ZPS
Elevator Room
Basement Level to Level 08 -
PLUMBING
(E)3" RD
(E)3" ST DN
ST
(E)4"
(E)4" FD
EXISTING WORK TO BE REMOVED
POINT OF CONNECTION
POINT OF DISCONNECTION
NTS NOT TO SCALE
(E)EXISTING
(ETR)EXISTING TO REMAIN
AFF ABOVE FINISHED FLOOR
BFF BELOW FINISHED FLOOR
VTR VENT THRU ROOF
GC GENERAL CONTRACTOR
MC MECHANICAL CONTRACTOR
PC PLUMBING CONTRACTOR
EC ELECTRICAL CONTRACTOR
(E)EXISTING PIPING
COLD WATER PIPING (CW)
HOT WATER PIPING (HW)
HOT WATER RECIRCULATING PIPING (HWR)
SANITARY SEWER PIPINGSAN
ELBOW DOWN
45°OFFSET
ELBOW UP
BOTTOM/TEE CONNECTION
TOP TEE CONNECTION
"P" TRAP
PIPE CONTINUATION
CAP OR PLUG
DECK PLATE CLEANOUT (DPCO)
WALL PLATE CLEANOUT (WPCO)
CLEANOUT (CO)
VENT PIPING
Basement Floor Plan
1"1"
1"
CL
FROM STRUCTURE
THREADED ROD - SUPPORT
DETAIL NOTES:
A.
B.
TO SUIT DRAINAGE PIPING
CONFIGURATION AT ENDS
ARRANGE DRAIN TROUGH
PIPING
SANITARY/STORM
INSULATION SADDLE
INSERT SIMILAR TO
GALVANIZED SPACER
PIPE INSULATION
INSULATION SHIELD
CLEVIS HANGER
WITH PIPE
PITCH DRIP PAN
AT HANGER
DENSITY INSULATION
SECTION OF HIGH
A4
PIPING DRAIN PAN DETAIL
NO SCALE
3"
REFER TO DETAIL A4/P201.
PROVIDE DRIP PAN UNDER PIPING.
DETAIL A5/P201.
AND CONNECT TO 3" ST. REFER TO
PROVIDE 1‚" IW FROM DRIP PAN
FUNNEL
VALVE
CHECK
BALL
A5 NO SCALE
INDIRECT WASTE DRAIN DETAIL - STORM
1‚" IW DRAIN
IW DRAIN
(2) (E)2" HW
(E)2" CW
(2) (E)ƒ" R
(E) VALVES
3/4 HP SUMP PUMPS
SERVED BY DUPLEX
(E) SUMP PUMP
1" AIR GAP FLOOR DRAIN.
TERMINATE DRAIN PIPING AT 1" (MINIMUM) ABOVE NEAREST
SMOKE RATED FIBERGLASS ALSO ACCEPTABLE).
AND APPLYING COLD GALVANIZING (NON-FLAMMABLE,
METAL. MAKE WATER-TIGHT BY BRAZING SEAMS
DRIP PAN SHALL BE 18 GAUGE GALVANIZED SHEET
DRAIN OUTLET
TO CHANGE
REQUIRED
MODIFY RD AS
MATCH (E)
UPRIGHT SPRINKLER HEAD TO
2"
MATCH (E)
UPRIGHT SPRINKLER HEAD TO
ROOF HATCH, REFER TO 'A' DRAWING
FP FIRE PROTECTION SERVICE (FP)
GENERAL FIRE PROTECTION NOTES:
BEAMS, JOISTS OR BRIDGING RIBS.
DO NOT DRILL, CORE OR CUT ANY PORTION OF EXISTING COLUMNS,
THAT IS PART OF THIS CONTRACT.
THE COURSE OF ANY DEMOLITION OR INSTALLATION OF NEW WORK
OR NEW FIRE PROOFING WHICH IS DISTURBED OR REMOVED DURING
THIS CONTRACTOR IS RESPONSIBLE FOR ALL PATCHING OF EXISTING
EXISTING SURFACES SHALL MATCH THE EXISTING SURFACES.
UNLESS INDICATED OTHERWISE. MATERIALS FOR RESTORATION OF
OF WORK SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR
WALLS, CEILINGS AND FLOORS TO ACCOMMODATE THE INSTALLATION
ALL COSTS FOR CUTTING, PATCHING, AND PAINTING OF EXISTING
OWNER AND OTHER TRADES PRIOR TO CONSTRUCTION.
COORDINATE AND SCHEDULE WORK AND SHUTDOWNS WITH THE
OFF SITE.
CONTRACTOR. LEGALLY DISPOSE ALL MATERIALS TO A LOCATION
DISPOSE OF ALL WASTE MATERIALS CAUSED BY WORK OF THIS
ACCOMMODATE WORK, OBSTACLES, AND WORK OF OTHER CONTRACTORS.
CHANGES IN PIPING AND LOCATION OF EQUIPMENT, ETC. TO
ETC. WHICH MAY BE REQUIRED. THE CONTRACTOR SHALL MAKE SUCH
DRAWINGS DO NOT INDICATE ALL OFFSETS, CHANGES IN ELEVATION,
F.
E.
D.
C.
B.
A.
DESCRIPTION
FP & PLUMBING SYMBOL LIST
SYMBOL
UPRIGHT SPRINKLER HEAD
(E)STORM
MECHANICAL
G05
JANITOR
G10
STAIR
01
G03 G02
STAIR
02
JANITOR
G13
LINEN
STORAGE
G12
ELECTRICAL
G08
GENERATOR
G06
TRANSFORMER
G07
ELEVATOR
LOBBY
G01
STORAGE
G15
STORAGE
G16
STORAGE
G17
Partial Floor Plans
Level 08 - Penthouse Plan
# 2
ELEVATOR
# 1
ELEVATOR
PENTHOUSE
800
GENERAL NOTES:
DRAWINGS FOR ASBESTOS ABATEMENT NOTES, DETAILS AND REQUIREMENTS.
IMMEDIATELY AND CONTACT THE OWNER. REFERENCE THE HAZARDOUS MATERIAL
ASBESTOS OR OTHER SUSPECT MATERIALS ARE ENCOUNTERED, CEASE OPERATIONS
PACKAGE FRONT-END DOCUMENTS FOR HAZARDOUS MATERIAL INFORMATION. IF
REFER TO THE HAZARDOUS MATERIALS REPORTS INCLUDED IN THE SPECIFICATIONS
ALL PENETRATIONS THRU ELEVATOR WALL TO BE FIRE STOPPED.
TRADES OF THE REQUIRED SERVICE CLEARANCES.
MAINTAIN SERVICE CLEARANCES OF ALL EQUIPMENT. ADVISE OTHER
FIRESTOPPING FOR ALL PENETRATIONS.
SLEEVE AND SEAL ALL WALL AND FLOOR PENETRATIONS. PROVIDE
REPLACE ALL DAMAGED TILES.
COMPLETION OF WORK, REPAIR ALL DAMAGED CEILING SURFACES,
CEILING, PROVIDE FOR THE REMOVAL OF THE CEILING. UPON
WHERE NEW WORK IS TO BE INSTALLED ABOVE AN EXISTING
PROTECT BUILDING AND FURNISHINGS FROM DAMAGE.
REMOVE EXISTING CONSTRUCTION IN THE WAY OF NEW WORK.
INSULATION EXCEPT ASBESTOS.
VALVES, FIXTURES, EQUIPMENT, HANGERS, SUPPORTS, AND
DEMOLITION SHALL INCLUDE, BUT NOT BE LIMITED TO: PIPING,
CONSTRUCTION. MAINTAIN FIRE/SMOKE RATING.
OF PIPING OR EQUIPMENT WITH MATERIALS TO MATCH EXISTING
PATCH HOLES IN EXISTING CONSTRUCTION LEFT BY THE REMOVAL
PIPING BACK TO BEHIND THE FINISHED WALL SURFACE AND CAP.
REMAIN MAY BE ABANDONED IN PLACE UNLESS NOTED. REMOVE
ALL PIPING TO BE REMOVED AND LOCATED WITHIN A WALL TO
ALL INACTIVE PIPING UNLESS NOTED.
PIPING AND CAPPED. VALVE AND CAP ALL WATER PIPING. REMOVE
ALL PIPING TO BE REMOVED, SHALL BE REMOVED BACK TO ACTIVE
ACTIVE SERVICE PIPING.
ALL EXISTING PIPING TO REMAIN SHALL BE RECONNECTED TO
OWNER AND OTHER TRADES PRIOR TO DEMOLITION.
COORDINATE AND SCHEDULE WORK AND SHUTDOWNS WITH THE
MATERIALS TO A LOCATION OFF SITE.
CAUSED BY WORK OF THIS CONTRACTOR. LEGALLY DISPOSE ALL
DISPOSE OF ALL DEMOLITION AND/OR OTHER WASTE MATERIALS
APPROVAL.
MATERIALS AS MUCH AS POSSIBLE, SUBJECT TO OWNER REPRESENTATIVE
THIS CONTRACTOR, REPAIR AND/OR REPLACE WITH SIMILAR
WHEN EXISTING CONSTRUCTION IS DAMAGED DURING WORK BY
SCOPE OF WORK.
PRIOR TO BID TO REVIEW EXISTING CONDITIONS AND CONFIRM
PRESENTLY KNOWN. IT IS STRONGLY ENCOURAGED TO VISIT SITE
SUCH WORK MAY EXIST, HOWEVER, LOCATION AND SIZE ARE NOT
LOCATIONS SHOWN MUST BE CONSIDERED APPROXIMATE. OTHER
AND PRIOR CONSTRUCTION DOCUMENTS WHEN AVAILABLE. THE
EXISTING CONDITIONS ARE TAKEN FROM FIELD OBSERVATIONS
DOCUMENTS.
THESE NOTES ARE APPLICABLE TO THE FULL SET OF CONTRACT
P.
O.
N.
M.
L.
K.
J.
I.
H.
G.
F.
E.
D.
C.
B.
A.
(E)2" FP
(E)2•" CW
1
1 1/27/17Post-Bid Bulletin
564.06Cornell UniversityGeorge Jameson HallIthaca, New York 14850No.Description Date
315 685 4732
Skaneateles Falls, NY 13153
4592 Jordan Road
Client No:
Drawn by:
Sheet No:
A|r Job No:
1 2 3 4 5
1 2 3 4 5
A
B
C
D
A
B
C
D
Revisions
Seal
Issued for Bid
11.18.2016
NEER NGENG
Capital DistrictSyracuseRochester
585.288.5590
Buffalo
www.meengineering.com
Mechanical/Electrical Engineering Consultants
150 N. CHESTNUT ST.
ROCHESTER, NY 14604
M/E Project #: 160277
Web: www.delta-eas.com
Email: mail@delta-eas.com
Fax: 607.231.6651
Tel: 607.231.6600
Endwell, New York 13760
860 Hooper Road
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